JP2016172992A - Pipe installation device - Google Patents

Pipe installation device Download PDF

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JP2016172992A
JP2016172992A JP2015053674A JP2015053674A JP2016172992A JP 2016172992 A JP2016172992 A JP 2016172992A JP 2015053674 A JP2015053674 A JP 2015053674A JP 2015053674 A JP2015053674 A JP 2015053674A JP 2016172992 A JP2016172992 A JP 2016172992A
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support
pipe
cylindrical
tube
support substrate
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JP6438810B2 (en
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茂治 岩永
Shigeji Iwanaga
茂治 岩永
河越 勝
Masaru Kawagoe
勝 河越
正毅 稲田
Masaki Inada
正毅 稲田
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Kumagai Gumi Co Ltd
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Kumagai Gumi Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a pipe installation device that maintains a water cut-off performance between an outer peripheral surface of a support substrate and an inner peripheral surface of a cylindrical support body, and reduces a load when right and left sides of the support substrate is swung in a front-rear direction.SOLUTION: A support device includes a support body 120 supporting a rotary excavation body, and an expandable cylindrical water cut-off member 161. The support body 120 includes a cylindrical support body, and a plate-form support substrate 30 supporting the rotary excavation body and being supported swingably inside the cylindrical support body. The rotary excavation body is connected to the support substrate 30, and the support substrate 30 is configured to have a pair of outer surfaces opposite a second pair of inner surfaces of a pipe fitted on the cylindrical support body to allow the cylindrical support body to swing in a front-rear direction, and to make the rotary excavation body swingable in a direction orthogonal to the second inner surfaces of the pipe that are parallel to and face each other. The cylindrical water cut-off member 161 has an opening edge 162 on one end of a cylinder fixed on an opening edge on one end of the cylindrical support body, and an opening edge 164 on the other end of the cylinder fixed on a front surface of the support substrate 30.SELECTED DRAWING: Figure 6

Description

本発明は、断面四角形状の管を地中に設置するための管設置装置に関する。   The present invention relates to a pipe installation device for installing a pipe having a square section in the ground.

断面四角形状の管を地中に設置するために、管の前側に位置させた回転掘削体が管の地中への推進方向を基準として左右に揺動可能となるように支持装置を介して管の内側に支持され、回転掘削体が管の推進方向と交差する回転中心線を回転中心として回転するように構成された管設置装置において、回転掘削体を左右に揺動させるための支持装置として、回転掘削体が連結された支持基板と、当該支持基板の左右が前後方向に揺動可能なように当該支持基板を回転可能に支持するとともに、支持基板の外周面と対向する内周面を有した筒状支持体と、を備えた管設置装置が知られている(例えば特許文献1等参照)。   In order to install a pipe with a square cross section in the ground, a rotary excavator positioned on the front side of the pipe can be swung left and right with reference to the propulsion direction of the pipe into the ground via a support device. A support device for swinging a rotary excavator to the left and right in a pipe installation device that is supported on the inner side of the pipe and configured to rotate about a rotation center line that intersects the propulsion direction of the pipe. And a support substrate to which the rotary excavator is connected, and an inner peripheral surface that rotatably supports the support substrate so that the left and right sides of the support substrate can swing in the front-rear direction, and that faces the outer peripheral surface of the support substrate There is known a tube installation device provided with a cylindrical support body having (see, for example, Patent Document 1).

特開2013−100659号公報JP 2013-1000065 A

特許文献1の管設置装置では、支持基板の外周面と筒状支持体の内周面との間の水密状態を維持するための止水ゴム等の止水部材を支持基板の外周面に設けるようにしている。したがって、支持基板の左右を前後方向に揺動する毎に止水部材と筒状支持体の内周面との摩擦が生じることになるので、支持基板の左右を前後方向に揺動させる際の負荷が局所的に大きくなる。また、止水部材が装着された溝から当該止水部材が外れ易くなる。
本発明は、支持基板の外周面と筒状支持体の内周面との間の止水性能を維持できるとともに支持基板の左右を前後方向に揺動させる際の負荷を小さくすることが可能なように構成された管設置装置を提供することを目的とする。
In the pipe installation device of Patent Document 1, a water-stopping member such as water-stopping rubber is provided on the outer peripheral surface of the support substrate for maintaining a watertight state between the outer peripheral surface of the support substrate and the inner peripheral surface of the cylindrical support. I am doing so. Therefore, every time the left and right sides of the support substrate are swung in the front-rear direction, friction occurs between the water stop member and the inner peripheral surface of the cylindrical support body. The load increases locally. Moreover, it becomes easy to remove the said water stop member from the groove | channel in which the water stop member was mounted | worn.
The present invention can maintain the water stop performance between the outer peripheral surface of the support substrate and the inner peripheral surface of the cylindrical support body, and can reduce the load when the left and right sides of the support substrate are swung in the front-rear direction. It aims at providing the pipe installation apparatus comprised in this way.

本発明によれば、断面四角形の管と、管の一端開口よりも前側に位置されて管の推進方向と交差する回転中心線を回転中心として回転する回転掘削体と、回転掘削体を管に支持させる支持装置と、駆動手段とを備え、回転掘削体を回転させて地山を掘削させながら回転掘削体と管とに推進力を付与することによって、管を推進させて地中に設置する管設置装置において、支持装置は、回転掘削体を回転可能に支持する支持体と、伸縮可能な筒状止水部材とを備え、支持体は、筒の中心線が管の中心線に沿って延長する状態となるよう管内の前側に設置された筒状支持体と、回転掘削体を支持するとともに筒状支持体の内側に揺動可能に支持された平板状の支持基板とを備え、回転掘削体は、支持基板の前面より前方に突出するように設けられた支柱を介して支持基板に連結されており、支持基板は、管の他方の一対の内面と向かい合う一対の外面が筒状支持体の前後方向に揺動可能なように筒状支持体に取付けられて、回転掘削体が管の互いに平行に向かい合う他方の一対の内面と直交する方向に揺動可能なように構成され、筒状止水部材は、筒の一端開口縁が筒状支持体の一端開口縁に固定されるとともに、筒の他端開口縁が支持基板の前面に固定されたことで、当該筒状止水部材が、筒状支持体の内面と支持基板の外面との間を介した筒状支持体の後方への水の移動を阻止するように構成されたので、支持基板の外周面と筒状支持体の内周面との間の止水性能を維持できるとともに支持基板の左右を前後方向に揺動させる際の負荷を小さくすることができる。
筒状止水部材は、筒の一端開口縁が筒状支持体の一端開口縁に固定されるとともに、筒の他端開口縁が支持基板の前面の外周縁側に固定されたので、支持基板の外周面と筒状支持体の内周面との間の止水性能を維持できて支持基板の左右を前後方向に揺動させる際の負荷を小さくすることができるとともに、支持基板の前面側に掘削ズリを多く取り込めるようになり、排泥効率を向上できる。
筒状止水部材は、蛇腹筒状止水部材であるので、伸縮した場合の形状保持性能に優れ、支持基板の外周面と筒状支持体の内周面との間に蛇腹筒状止水部材が噛み込まれるようなことを防止でき、止水装置の信頼性を向上できる。
According to the present invention, a pipe having a rectangular cross section, a rotary excavator that rotates around a rotation center line that is positioned in front of one end opening of the pipe and intersects the propulsion direction of the pipe, and the rotary excavator as a pipe A supporting device to be supported and driving means are provided, and the pipe is propelled and installed in the ground by applying a driving force to the rotary excavator and the pipe while rotating the rotary excavator and excavating the natural ground. In the pipe installation device, the support device includes a support body that rotatably supports the rotary excavation body, and an extendable cylindrical water stop member, and the support body has a center line of the cylinder along the center line of the pipe. A cylindrical support body installed on the front side in the pipe so as to be extended, and a flat support substrate that supports the rotary excavation body and is swingably supported inside the cylindrical support body. The excavation body is provided so as to protrude forward from the front surface of the support substrate. The support substrate is connected to the support substrate via a support column, and the support substrate is attached to the cylindrical support so that the pair of outer surfaces facing the other pair of inner surfaces of the tube can swing in the longitudinal direction of the cylindrical support. The rotary excavator is configured to be swingable in a direction orthogonal to the other pair of inner surfaces of the pipe facing each other in parallel, and the cylindrical water-stopping member has one end opening edge of the cylinder at one end of the cylindrical support body. In addition to being fixed to the opening edge and the other end opening edge of the cylinder being fixed to the front surface of the support substrate, the cylindrical water blocking member is interposed between the inner surface of the cylindrical support body and the outer surface of the support substrate. Since it is configured to prevent the water from moving to the rear of the cylindrical support, the water stopping performance between the outer peripheral surface of the support substrate and the inner peripheral surface of the cylindrical support can be maintained and the support substrate The load when swinging the left and right in the front-rear direction can be reduced.
The cylindrical water stop member has one end opening edge of the cylinder fixed to the one end opening edge of the cylindrical support and the other end opening edge of the cylinder fixed to the outer peripheral edge of the front surface of the support substrate. The water stopping performance between the outer peripheral surface and the inner peripheral surface of the cylindrical support can be maintained, the load when swinging the left and right of the support substrate in the front-rear direction can be reduced, and the front side of the support substrate can be reduced. A lot of excavation sludge can be taken in and the sludge efficiency can be improved.
Since the tubular water-stopping member is a bellows tubular water-stopping member, it has excellent shape retention performance when expanded and contracted, and the bellows tubular water-stopping member is provided between the outer peripheral surface of the support substrate and the inner peripheral surface of the cylindrical support. The member can be prevented from being bitten, and the reliability of the water stop device can be improved.

管設置装置の横断面図(実施形態1)。A cross-sectional view of a pipe installation device (embodiment 1). 管設置装置の縦断面図(実施形態1)。The longitudinal cross-sectional view of a pipe installation apparatus (embodiment 1). 支持基板の後面側を後方側から見た図(実施形態1)。The figure which looked at the rear surface side of the support substrate from back side (embodiment 1). 支持装置を前側から見た斜視図(実施形態1)。The perspective view which looked at the support apparatus from the front side (embodiment 1). 支持装置を後側から見た斜視図(実施形態1)。The perspective view which looked at the support apparatus from the back side (embodiment 1). 地中への管の設置方法を示す図(実施形態1)。The figure which shows the installation method of the pipe | tube in the ground (Embodiment 1). 支持体と止水部材とを分解して示す分解斜視図(実施形態1)。The disassembled perspective view which decomposes | disassembles and shows a support body and a water stop member (Embodiment 1). 止水装置の動作説明図(実施形態1)。Operation | movement explanatory drawing of a water stop apparatus (Embodiment 1). 止水装置の動作説明図(実施形態1)。Operation | movement explanatory drawing of a water stop apparatus (Embodiment 1). 止水装置の動作説明図(実施形態1)。Operation | movement explanatory drawing of a water stop apparatus (Embodiment 1).

実施形態1
図1乃至図10に基づいて、地中10に管2を設置するための実施形態1による管設置装置1の構成及び動作について説明する。
尚、以下、図1における上側を管2や管設置装置1の先頭あるいは前側と定義し、図1における下側を管2や管設置装置1の後側と定義し、図1における左右側を管2や管設置装置1の左右側と定義し、図1の紙面と直交する方向を管2や管設置装置1の上下側と定義して説明する。即ち、図4;図5の矢印で示すように、管2や管設置装置1の前後、左右、上下を定義して説明する。
Embodiment 1
Based on FIG. 1 thru | or FIG. 10, the structure and operation | movement of the pipe installation apparatus 1 by Embodiment 1 for installing the pipe | tube 2 in the underground 10 are demonstrated.
In the following, the upper side in FIG. 1 is defined as the head or front side of the tube 2 or the tube installation device 1, the lower side in FIG. 1 is defined as the rear side of the tube 2 or the tube installation device 1, and the left and right sides in FIG. The tube 2 and the tube installation device 1 are defined as the left and right sides, and the direction orthogonal to the paper surface of FIG. 1 is defined as the tube 2 and the tube installation device 1 as the upper and lower sides. That is, as shown by the arrows in FIG. 4 and FIG.

まず、管設置装置1の構成について説明する。
図1に示すように、管設置装置1は、管2と、掘削装置3と、を備える。
掘削装置3は、掘削機械26と、止水装置150と、摩擦低減装置と、推進装置70と、水供給装置75と、排泥装置76と、制御装置65と、を備える。
First, the configuration of the pipe installation device 1 will be described.
As shown in FIG. 1, the pipe installation device 1 includes a pipe 2 and a drilling device 3.
The excavating device 3 includes an excavating machine 26, a water stop device 150, a friction reducing device, a propulsion device 70, a water supply device 75, a mud drain device 76, and a control device 65.

掘削装置3により地中に設置される管2は、例えば管2の中心線と直交する断面の形状が長方形の管2である。管2は、最初に地中に入れる先頭管6、先頭管6に後方に順次連結される図外の複数の後続管である。
先頭管6の一端開口縁6zは、地山99に食い込みやすいように、先細の傾斜面に形成されている。
The pipe 2 installed in the ground by the excavator 3 is, for example, a pipe 2 having a rectangular cross section perpendicular to the center line of the pipe 2. The pipe 2 is a first pipe 6 that enters the ground first, and a plurality of subsequent pipes (not shown) that are sequentially connected to the first pipe 6 backward.
One end opening edge 6z of the leading pipe 6 is formed in a tapered inclined surface so that it can easily bite into the natural ground 99.

先頭管6の前端(先端)である一端開口6tよりも前側の位置に回転掘削体46が位置され、当該回転掘削体46を回転可能かつ揺動可能に支持する支持装置110が先頭管6の管内の前側に設置される。
回転掘削体46は、先頭管6の地中10への推進方向Fと交差する回転中心線Lを回転中心として回転するように構成されている。
回転掘削体46は、先頭管6の中心線6xを中心として左右方向及び上下方向に揺動可能に構成されている。
The rotary excavation body 46 is positioned in front of the one end opening 6t, which is the front end (front end) of the front pipe 6, and a support device 110 that supports the rotary excavation body 46 so as to be rotatable and swingable is provided on the front pipe 6. It is installed on the front side in the pipe.
The rotary excavator 46 is configured to rotate around a rotation center line L that intersects the propulsion direction F of the leading pipe 6 into the underground 10.
The rotary excavator 46 is configured to be swingable in the left-right direction and the up-down direction about the center line 6x of the leading pipe 6.

掘削機械26は、支持装置110と、連結支柱部40と、回転掘削体46を備えた回転部41と、回転掘削体46の回転駆動源と、回転掘削体46の揺動駆動手段と、を備える。   The excavating machine 26 includes a support device 110, a connecting support column 40, a rotating unit 41 including a rotating excavating body 46, a rotation driving source of the rotating excavating body 46, and a swing driving means of the rotating excavating body 46. Prepare.

支持装置110は、図2;図7に示すように、先頭管6の一端開口6t側である前側の内面において互いに平行に向かい合う上内面6a及び下内面6b(一方の一対の内面)にそれぞれ設けられた一対の湾曲凹面111;111と、回転掘削体46を連結支柱部40を介して支持する支持体120と、支持体120に設けられた一対の湾曲凸面121;121と、管側係合部122と、支持体側係合部123と、管側係合部122と支持体側係合部123とが互いに係合して支持体120の回転中心120Cを形成する支持体回転支持部124と、を備えた構成である。尚、管設置装置1の静止状態においては、回転掘削体46が支持装置110で支持された状態であり、回転掘削体46を駆動させて掘削している状態においては、先頭管6が回転掘削体46に牽引される状態となる。本発明においては、これらの状態すべてを「支持」と定義する。   As shown in FIG. 2 and FIG. 7, the support device 110 is provided on each of the upper inner surface 6 a and the lower inner surface 6 b (one pair of inner surfaces) facing each other in parallel on the front inner surface on the one end opening 6 t side of the leading pipe 6. A pair of curved concave surfaces 111; 111, a support body 120 that supports the rotary excavation body 46 via the connecting column 40, a pair of curved convex surfaces 121; 121 provided on the support body 120, and pipe side engagement Part 122, support side engagement part 123, support side rotation support part 124 in which tube side engagement part 122 and support side engagement part 123 engage with each other to form a rotation center 120C of support 120, It is the structure provided with. When the pipe installation device 1 is stationary, the rotary excavator 46 is supported by the support device 110. When the rotary excavator 46 is driven to excavate, the top pipe 6 is rotary excavated. The body 46 is pulled. In the present invention, all of these states are defined as “support”.

湾曲凹面111は、図7に示すように、先頭管6の中心線6xに沿って湾曲する湾曲凹面であり、湾曲凹面111の弧の他端112が先頭管6の内面(上内面6a又は下内面6b)と連続し、かつ、湾曲凹面111の弧の一端113が上内面6a及び下内面6bと平行な面125に連続した構成である。即ち、湾曲凹面111は、先頭管6の内面(上内面6a又は下内面6b)より滑らかに連続し、先頭管6の前側に延長して先頭管6の中心線6x及び先頭管6の一端開口6tに近付くように形成された湾曲凹面である。
一対の湾曲凹面111;111は、先頭管6の向かい合う上内面6a及び下内面6bと平行でかつ先頭管6の中心線6xを含む面を対称面とした場合に面対称な湾曲凹面である。
湾曲凹面111は、先頭管6の中心線6xに沿って湾曲する湾曲凹面が、先頭管6の左内面6cと右内面6d(他方の一対の内面)との間において左内面6c及び右内面6dに直交する方向に連続して延在するように設けられる。
即ち、湾曲凹面111と面125とが形成された部材、つまり、図2に示す断面形状の長尺部材が左内面6c及び右内面6dに直交する方向に延長するように配置されて先頭管6の上内面6a及び下内面6bに固定されることにより、上内面6a及び下内面6bにそれぞれ湾曲凹面111を備えた先頭管6が構成される。
換言すれば、湾曲凹面111は、図2に示すように、支持体回転支持部124により形成される支持体120の回転中心120Cを中心線とする仮想の円柱の外周面である円弧面の一部を構成する弧面により形成される。即ち、各湾曲凹面111;111は、先頭管6の左内面6cと右内面6d(互いに平行に向かい合う他方の一対の内面)と直交する中心線を持つ仮想の円柱における中心線回りの所定角度範囲の外周面を形成する部材により形成される。
実施形態1においては、各湾曲凹面111;111は、先頭管6の左内面6cと右内面6dと直交する中心線を持ち外周面の互いに180°隔てた位置が先頭管6の上内面6aと下内面6bとに接する仮想の円柱における中心線回りの所定角度範囲の外周面を形成する部材により形成される。例えば、一方の湾曲凹面111は、上述した仮想の円柱の外周面の先頭管6の上内面6aと接した位置から先頭管6の一端開口6t側の方向に仮想の円柱の中心線回りの30°の角度範囲の外周面を形成する部材により形成され、他方の湾曲凹面111は、上述した仮想の円柱の外周面の先頭管6の下内面6bと接した位置から先頭管6の一端開口6t側の方向に仮想の円柱の中心線回りの30°の角度範囲の外周面を形成する部材により形成される。
As shown in FIG. 7, the curved concave surface 111 is a curved concave surface that curves along the center line 6x of the leading tube 6, and the other end 112 of the arc of the curved concave surface 111 is the inner surface (upper inner surface 6 a or lower surface) of the leading tube 6. One end 113 of the arc of the curved concave surface 111 is continuous with the inner surface 6b) and a surface 125 parallel to the upper inner surface 6a and the lower inner surface 6b. That is, the curved concave surface 111 is smoothly continuous from the inner surface (upper inner surface 6a or lower inner surface 6b) of the leading tube 6 and extends to the front side of the leading tube 6 to open the center line 6x of the leading tube 6 and one end opening of the leading tube 6. It is a curved concave surface formed so as to approach 6t.
The pair of curved concave surfaces 111; 111 are curved concave surfaces that are symmetrical with respect to a plane that is parallel to the upper inner surface 6a and the lower inner surface 6b of the leading tube 6 and includes the center line 6x of the leading tube 6 as a symmetric surface.
The curved concave surface 111 has a curved concave surface that is curved along the center line 6x of the leading tube 6 and the left inner surface 6c and the right inner surface 6d between the left inner surface 6c and the right inner surface 6d (the other pair of inner surfaces) of the leading tube 6. It is provided so as to extend continuously in a direction orthogonal to.
That is, a member in which the curved concave surface 111 and the surface 125 are formed, that is, a long member having a cross-sectional shape shown in FIG. 2, is arranged so as to extend in a direction orthogonal to the left inner surface 6c and the right inner surface 6d. By fixing to the upper inner surface 6a and the lower inner surface 6b, the top pipe 6 having the curved concave surface 111 on each of the upper inner surface 6a and the lower inner surface 6b is formed.
In other words, as shown in FIG. 2, the curved concave surface 111 is a circular arc surface that is an outer peripheral surface of a virtual cylinder whose center line is the rotation center 120 </ b> C of the support 120 formed by the support rotation support portion 124. It is formed by the arc surface which comprises a part. That is, each curved concave surface 111; 111 is a predetermined angular range around the center line in a virtual cylinder having a center line orthogonal to the left inner surface 6c and the right inner surface 6d (the other pair of inner surfaces facing each other in parallel) of the leading tube 6. It is formed by the member which forms the outer peripheral surface.
In the first embodiment, each curved concave surface 111; 111 has a center line orthogonal to the left inner surface 6c and the right inner surface 6d of the leading tube 6 and the outer circumferential surface is spaced 180 ° from the upper inner surface 6a of the leading tube 6. It is formed by a member that forms an outer peripheral surface of a predetermined angular range around a center line in a virtual cylinder in contact with the lower inner surface 6b. For example, one curved concave surface 111 is 30 around the center line of the virtual cylinder in the direction toward the one end opening 6t side of the top tube 6 from the position in contact with the top inner surface 6a of the top tube 6 on the outer peripheral surface of the above-described virtual column. The other curved concave surface 111 is formed by a member that forms an outer peripheral surface having an angle range of °, and the other curved concave surface 111 is open at one end 6t of the front tube 6 from a position in contact with the lower inner surface 6b of the front tube 6 on the outer peripheral surface of the virtual cylinder. It is formed by a member that forms an outer peripheral surface in an angle range of 30 ° around the center line of the virtual cylinder in the side direction.

支持体120は、回転掘削体46を連結支柱部40を介して支持する平板状の支持基板30と、当該支持基板30を揺動可能に支持する筒状支持体31と、を備える。   The support body 120 includes a flat support substrate 30 that supports the rotary excavation body 46 via the connecting support column 40, and a cylindrical support body 31 that supports the support substrate 30 in a swingable manner.

筒状支持体31は、筒状支持体31の筒の中心線が先頭管6の中心線6xに沿って延長する状態となるように先頭管6内の前側に設置される。例えば、筒状支持体31は、断面が長方形状の筒体により形成され、当該筒状支持体31の筒の中心線と先頭管6の管の中心線6xとが同一となるように先頭管6の前側の内側に設置される。
先頭管6の上内面6a及び下内面6bと対面する筒状支持体31の上外面及び下外面がそれぞれ筒状支持体31の筒の中心線に沿って湾曲して湾曲凹面111;111に案内される湾曲凸面121;121に形成される。
当該湾曲凸面121の曲率半径は、上述した湾曲凹面111の曲率半径よりも若干小さい曲率半径に形成される。
つまり、湾曲凸面121は、湾曲凹面111と同様に、支持体回転支持部124により形成される支持体120の回転中心120Cを中心線とする仮想の円柱の外周面である円弧面の一部を構成する弧面により形成される。即ち、各湾曲凸面121;121は、先頭管6の左内面6cと右内面6dと直交する中心線を持つ仮想の円柱における中心線回りの所定角度範囲の外周面により形成される。
実施形態1においては、各湾曲凸面121;121は、先頭管6の左内面6cと右内面6dと直交する中心線を持つ仮想の円柱における外周面の互いに180°隔てた位置を基準とした当該仮想の円柱における中心線回りの所定角度範囲の外周面により形成される。例えば、各湾曲凸面121;121は、上述した仮想の円柱の中心線回りの60°程度の角度範囲の外周面により形成される。
The cylindrical support 31 is installed on the front side in the top tube 6 so that the center line of the tube of the cylindrical support 31 extends along the center line 6x of the top tube 6. For example, the cylindrical support 31 is formed of a cylindrical body having a rectangular cross section, and the top tube is arranged so that the center line of the tube of the cylindrical support 31 and the center line 6x of the tube of the top tube 6 are the same. 6 is installed inside the front side.
The upper outer surface and the lower outer surface of the cylindrical support 31 facing the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6 are curved along the center line of the tube of the cylindrical support 31 and guided to the curved concave surfaces 111; The curved convex surface 121; 121 is formed.
The curvature radius of the curved convex surface 121 is formed to be slightly smaller than the curvature radius of the curved concave surface 111 described above.
That is, like the curved concave surface 111, the curved convex surface 121 is a part of a circular arc surface that is an outer peripheral surface of a virtual cylinder centering on the rotation center 120C of the support 120 formed by the support rotation support portion 124. It is formed by the arc surface which comprises. That is, each curved convex surface 121; 121 is formed by an outer peripheral surface having a predetermined angular range around a center line in a virtual cylinder having a center line orthogonal to the left inner surface 6c and the right inner surface 6d of the leading tube 6.
In the first embodiment, each curved convex surface 121; 121 is based on the positions of the outer peripheral surfaces of a virtual cylinder having a center line perpendicular to the left inner surface 6c and the right inner surface 6d of the leading pipe 6 separated from each other by 180 °. It is formed by the outer peripheral surface of a predetermined angle range around the center line in the virtual cylinder. For example, each curved convex surface 121; 121 is formed by an outer peripheral surface having an angular range of about 60 ° around the center line of the virtual cylinder described above.

先頭管6の左内面6c及び右内面6dと向かい合う筒状支持体31の左外面及び右外面は、先頭管6の左内面6c及び右内面6dと平行な平面に形成される。
先頭管6の左内面6c及び右内面6dと向かい合う筒状支持体31の左内面31c及び右内面31dは、筒状支持体31の筒の中心線に沿って湾曲する湾曲凹面、又は、先頭管6の左内面6c及び右内面6dと平行な平面に形成される。
先頭管6の上内面6a及び下内面6bと向かい合う筒状支持体31の上外面及び下外面は、先頭管6の上内面6a及び下内面6bと平行な平面に形成される。
先頭管6の上内面6a及び下内面6bと向かい合う筒状支持体31の上内面及び下内面は、先頭管6の上内面6a及び下内面6bと平行な平面に形成される。
The left outer surface and the right outer surface of the cylindrical support 31 facing the left inner surface 6c and the right inner surface 6d of the leading tube 6 are formed in a plane parallel to the left inner surface 6c and the right inner surface 6d of the leading tube 6.
The left inner surface 31c and the right inner surface 31d of the cylindrical support 31 facing the left inner surface 6c and the right inner surface 6d of the top tube 6 are curved concave surfaces that are curved along the center line of the tube of the cylindrical support 31, or the top tube 6 is formed in a plane parallel to the left inner surface 6c and the right inner surface 6d.
The upper and lower outer surfaces of the cylindrical support 31 facing the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6 are formed in a plane parallel to the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6.
The upper inner surface and the lower inner surface of the cylindrical support 31 facing the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6 are formed in a plane parallel to the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6.

支持基板30は、外周形状が筒状支持体31の内周形状に合致した筒状支持体31の内周寸法よりも若干小さい四角形状の平板により形成される。
支持基板30を形成する平板は、先頭管6の前後方向に沿った板厚を有し、平板の左右の外面(端面)30a;30bは、支持基板30の中心線に沿って湾曲する湾曲凸面、又は、先頭管6の左内面6c及び右内面6dと平行な平面に形成される。
The support substrate 30 is formed of a rectangular flat plate whose outer peripheral shape is slightly smaller than the inner peripheral dimension of the cylindrical support 31 that matches the inner peripheral shape of the cylindrical support 31.
The flat plate forming the support substrate 30 has a thickness along the front-rear direction of the top tube 6, and the left and right outer surfaces (end surfaces) 30 a; 30 b of the flat plate are curved convex surfaces that curve along the center line of the support substrate 30. Alternatively, it is formed in a plane parallel to the left inner surface 6c and the right inner surface 6d of the leading pipe 6.

支持基板30を形成する平板の上下の外面における左右間の中央位置には例えば円柱状の突起37;37(図2参照)が設けられる。この突起37;37が筒状支持体31の筒の上下の内面に形成された円孔38;38内に突起37;37の中心線を回転中心として回転自在となるように嵌め込まれたことで、この突起37;37が支持基板30の回転中心線30xとして機能し、この回転中心線30xを回転中心として支持基板30の左右の端部が前後方向に揺動可能に構成される。即ち、支持基板30は、筒状支持体31の互いに向かい合う一対の左右の内面と向かい合う一対の左右の外面30a;30bが前後方向に揺動可能なように筒状支持体31に取付けられている。
そして、回転掘削体46が、支持基板30の前面30fよりも前方に突出するように設けられた連結支柱部40を介して支持基板30に連結されていることにより、支持基板30の左右の外面30a;30bが前後方向に揺動した場合、回転掘削体46が先頭管6の左内面6c及び右内面6dと直交する方向、即ち、回転掘削体46が先頭管6の中心線6xを中心として左右方向に揺動可能なように構成されている。
For example, cylindrical protrusions 37; 37 (see FIG. 2) are provided at the center position between the left and right of the upper and lower outer surfaces of the flat plate forming the support substrate 30. The projection 37; 37 is fitted into a circular hole 38; 38 formed on the upper and lower inner surfaces of the cylindrical support 31 so as to be rotatable about the center line of the projection 37; The projections 37; 37 function as the rotation center line 30x of the support substrate 30, and the left and right ends of the support substrate 30 are configured to be swingable in the front-rear direction with the rotation center line 30x as the rotation center. That is, the support substrate 30 is attached to the cylindrical support 31 so that the pair of left and right outer surfaces 30a; 30b facing the pair of left and right inner surfaces facing each other of the cylindrical support 31 can swing in the front-rear direction. .
The rotating excavator 46 is connected to the support substrate 30 via a connection support column 40 provided so as to protrude forward from the front surface 30 f of the support substrate 30, whereby the left and right outer surfaces of the support substrate 30. When the rotary excavator 46 swings in the front-rear direction, the rotary excavator 46 is perpendicular to the left inner surface 6c and the right inner surface 6d of the head pipe 6, that is, the rotary excavator 46 is centered on the center line 6x of the head pipe 6. It is configured to be swingable in the left-right direction.

図1;図3に示すように、支持基板30には、支持基板30の平板を前後に貫通する支柱保持貫通孔13、排泥管保持貫通孔14、水供給管保持貫通孔15が形成される。
図3に示すように、例えば、支柱保持貫通孔13は支持基板30の中央部を貫通するように形成され、排泥管保持貫通孔14は、支持基板30の下部側の左右をそれぞれ貫通するように2つ設けられる。
水供給管保持貫通孔15は、支持基板30の上部側の左右をそれぞれ貫通するように2つ設けられる。
支柱保持貫通孔13には、掘削機械26の連結支柱部40の支柱42が貫通した状態で固定状態に保持される。即ち、掘削機械26が支持基板30に固定されていることで、掘削機械が先頭管の中心線を中心として左右方向及び上下方向に揺動可能なように支持基板30に支持されている。
排泥管保持貫通孔14;14には、排泥管76cの先端部が貫通した状態で固定状態に保持される。
水供給管保持貫通孔15;15は、水供給管75cの先端部が貫通した状態で固定状態に保持される。
As shown in FIG. 1; FIG. 3, the support substrate 30 is formed with a column holding through hole 13, a mud pipe holding through hole 14, and a water supply pipe holding through hole 15 that penetrate the flat plate of the support substrate 30 in the front-rear direction. The
As shown in FIG. 3, for example, the support holding through-hole 13 is formed so as to pass through the center portion of the support substrate 30, and the drainage pipe holding through-hole 14 passes through the left and right sides of the lower side of the support substrate 30. Two are provided.
Two water supply pipe holding through holes 15 are provided so as to penetrate the left and right sides of the upper side of the support substrate 30.
The strut holding through hole 13 is held in a fixed state with the strut 42 of the connecting strut portion 40 of the excavating machine 26 penetrating therethrough. That is, since the excavating machine 26 is fixed to the support substrate 30, the excavating machine is supported by the support substrate 30 so as to be swingable in the left-right direction and the vertical direction about the center line of the top pipe.
The mud pipe holding through holes 14; 14 are held in a fixed state with the tip of the mud pipe 76c penetrating therethrough.
The water supply pipe holding through-holes 15; 15 are held in a fixed state in a state where the distal end portion of the water supply pipe 75c penetrates.

支持装置110の支持体側係合部123は、先頭管6の左内面6c及び右内面6dに対向する筒状支持体31の互いに平行に向かい合う左外面126及び右外面127に設けられた円形突起により形成される。当該円形突起の円の中心は、筒状支持体31の左外面126や右外面127における前後間及び上下間の中央、即ち、筒状支持体31の左外面126や右外面127の中心に位置される。
管側係合部122は、先頭管6の左内面6c及び右内面6dに設けられて支持体側係合部123である円形突起を先頭管の後方側から受け入れる湾曲凹部により形成される。当該湾曲凹部は、円形突起の円周面と合致した半円周凹部により形成される。この半円周凹部の円の中心は、先頭管6の左内面6cや右内面6dの前側における上下間の中央に位置される。
支持体側係合部123である円形突起が管側係合部122である半円周凹部に係合し、筒状支持体31が前側に移動できなくなった状態(以下、初期状態という)において、筒状支持体31の回転中心を形成する支持体回転支持部124が構成され、筒状支持体31が支持体回転支持部124により形成された支持体120の回転中心120Cを回転中心として回転可能なように構成される。
このように、管側係合部122が半円周凹部により形成されてかつ支持体側係合部123が円形突起により形成されたので、半円周凹部に円形突起を係合させて支持体120の回転中心120Cを形成する作業が容易となるとともに、支持体120をスムーズに回転させることができる構造を得ることができる。
実施形態1においては、支持体側係合部123である円形突起が管側係合部122である半円周凹部に係合して支持体回転支持部124が構成され、支持体回転支持部124により形成された支持体120の回転中心120Cが先頭管6の上内面6aと下内面6bとの間の中間位置に形成されているので、湾曲凹面111;111に沿って筒状支持体31を前後方向に揺動させる場合、支持体120の湾曲凸面121;121上の筒状止水部材171と湾曲凹面111;111との面圧を均等にすることが可能となり、重力負荷によって支持体120の下部に位置する筒状止水部材171の下面と湾曲凹面111との面圧が過大になってしまうことを抑制できるため、支持体120を小さな力で所望の方向である前後方向に正確に揺動させることができるようになり、回転掘削体46を所望の方向である上下方向に小さな力で正確に揺動させることができるようになる。また、筒状止水部材171と湾曲凹面111;111との摩擦抵抗を減らすことができ、筒状止水部材171が早期に劣化してしまうようなことを抑制できるようになる。
The support side engaging portion 123 of the support device 110 is formed by circular protrusions provided on the left outer surface 126 and the right outer surface 127 of the cylindrical support 31 facing the parallel surfaces of the left inner surface 6c and the right inner surface 6d of the leading pipe 6 facing each other. It is formed. The center of the circle of the circular protrusion is located at the center between the front and rear and the top and bottom of the left outer surface 126 and the right outer surface 127 of the cylindrical support 31, that is, the center of the left outer surface 126 and the right outer surface 127 of the cylindrical support 31. Is done.
The pipe side engaging portion 122 is formed by a curved concave portion provided on the left inner surface 6c and the right inner surface 6d of the leading tube 6 and receiving a circular projection as the support member engaging portion 123 from the rear side of the leading tube. The curved recess is formed by a semicircular recess that matches the circumferential surface of the circular protrusion. The center of the circle of this semicircular recess is located at the center between the upper and lower sides on the front side of the left inner surface 6c and the right inner surface 6d of the leading tube 6.
In a state where the circular protrusion which is the support body side engaging portion 123 engages with the semicircular concave portion which is the tube side engaging portion 122 and the cylindrical support body 31 cannot move to the front side (hereinafter referred to as an initial state), A support rotation support portion 124 that forms the rotation center of the cylindrical support 31 is configured, and the cylindrical support 31 can rotate around the rotation center 120C of the support 120 formed by the support rotation support portion 124. It is configured as follows.
Thus, since the pipe side engaging portion 122 is formed by the semicircular recess and the support body side engaging portion 123 is formed by the circular protrusion, the circular protrusion is engaged with the semicircular recess and the support body 120 is engaged. This makes it easy to form the rotation center 120C and allows the support 120 to be smoothly rotated.
In the first embodiment, the circular protrusion that is the support-side engagement portion 123 engages with the semicircular recess that is the tube-side engagement portion 122 to form the support rotation support portion 124, and the support rotation support portion 124. The center of rotation 120C of the support 120 formed by the above is formed at an intermediate position between the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6. Therefore, the cylindrical support 31 is moved along the curved concave surfaces 111; When rocking in the front-rear direction, it is possible to equalize the surface pressure between the cylindrical water blocking member 171 and the curved concave surface 111; 111 on the curved convex surface 121; 121 of the support 120, and the support 120 is subjected to gravity load. Since it is possible to prevent the surface pressure between the lower surface of the cylindrical water blocking member 171 located at the lower part of the cylindrical water stop member 171 and the curved concave surface 111 from becoming excessive, the support 120 can be accurately moved in the front-rear direction, which is the desired direction, with a small force Rock Preparative will be able to, a rotary excavation element 46 so that it is possible to precisely swung by a small force in the vertical direction is the desired direction. Moreover, the frictional resistance between the tubular water stop member 171 and the curved concave surface 111; 111 can be reduced, and the tubular water stop member 171 can be prevented from being deteriorated at an early stage.

連結支柱部40は、1つの支柱42と2つの分岐支柱43とが組合されたT字状の中空支柱により形成される。2つの分岐支柱43は、支柱42の先端部より支柱42の延長方向と直交する一直線上において互いに離れる方向に延長する。   The connecting strut portion 40 is formed by a T-shaped hollow strut in which one strut 42 and two branch struts 43 are combined. The two branch columns 43 extend in a direction away from each other on a straight line perpendicular to the extending direction of the columns 42 from the distal end portion of the column 42.

回転部41は、回転機構部45と、回転掘削体46とを備える。
回転機構部45は、例えばモータ47により構成される。分岐支柱43の両方の先端には、それぞれモータマウント44が設けられ、各モータマウント44;44には、モータ47のケーシング48が固定される。2つのモータ47;47の回転軸49;49は、支柱42の先端部より支柱の延長方向と直交する一直線上(即ち、分岐支柱43の中心線線上)において互いに離れる方向に延長する。
The rotating unit 41 includes a rotating mechanism unit 45 and a rotating excavator 46.
The rotation mechanism unit 45 is configured by a motor 47, for example. Motor mounts 44 are provided at both ends of the branch column 43, and a casing 48 of a motor 47 is fixed to each motor mount 44; 44. The rotating shafts 49; 49 of the two motors 47; 47 extend in directions away from each other on a straight line perpendicular to the extending direction of the support column (that is, on the center line of the branch support column 43) from the tip end of the support column 42.

回転掘削体46は、例えば円筒部50aと円筒部50aの他端を閉塞する底板50bとを有した一端開口他端閉塞の円形箱状の回転体50と、回転体50の円筒部50aの外周面51に設けられた複数の掘削ビット52とを備えた構成である。   The rotary excavator 46 includes, for example, a circular box-shaped rotary body 50 having one end opening and the other end closed, which includes a cylindrical portion 50a and a bottom plate 50b that closes the other end of the cylindrical portion 50a, and an outer periphery of the cylindrical portion 50a of the rotary body 50. A plurality of excavation bits 52 provided on the surface 51 are provided.

図2に示すように、回転掘削体46の回転中心線46xと直交する第1線46Aと平行な線上に位置するビット先端間最小寸法46Sと、回転掘削体46の回転中心線46x及び第1線46Aと直交する第2線46Bと平行な線上に位置するビット先端間最大寸法46Lとが構成され、ビット先端間最大寸法46Lが回転掘削体46の回転中心線46xと直交する管2の上下の外面間の最短距離寸法よりも大きく、ビット先端間最小寸法46Sが管2の上下の内面間の最短距離寸法よりも小さいことにより、先頭管6の前方で回転掘削体46を回転させた場合に、先頭管6の前方の地山の上下を余掘、即ち、先頭管6の上下幅よりも大きい上下幅の掘削を行うことが可能となり、かつ、回転掘削体46を発進基地に回収する際においては、回転掘削体46の上下方向の最大幅がビット先端間最小寸法46Sとなるように設定することで、回転掘削体46を管2内に引き戻すことができ、回転掘削体46を発進基地に回収することが可能となる。   As shown in FIG. 2, the minimum bit-to-tip dimension 46S located on a line parallel to the first line 46A orthogonal to the rotation center line 46x of the rotary excavation body 46, the rotation center line 46x of the rotary excavation body 46 and the first The maximum bit-to-tip dimension 46L positioned on a line parallel to the second line 46B orthogonal to the line 46A is configured, and the maximum bit-to-tip dimension 46L is above and below the pipe 2 perpendicular to the rotation center line 46x of the rotary excavator 46. When the rotary excavator 46 is rotated in front of the top tube 6 because the minimum distance between the outer surfaces of the pipes is smaller than the shortest distance between the upper and lower inner surfaces of the pipe 2. In addition, it is possible to excavate the top and bottom of the natural ground in front of the top pipe 6, that is, to perform excavation with a vertical width larger than the top and bottom width of the top pipe 6, and to collect the rotary excavation body 46 at the starting base In times By setting the maximum width in the vertical direction of the excavated body 46 to be the minimum dimension 46S between the bit tip ends, the rotary excavated body 46 can be pulled back into the pipe 2, and the rotary excavated body 46 can be recovered to the starting base. Is possible.

モータ47は、例えば、流体圧により作動するモータ、あるいは、電気で作動するモータを用いる。例えば油圧モータ(以下、油圧モータ47と言う)を用いる場合、油圧源55と油圧モータ47のケーシング48内とが圧油供給路56a及び油帰還路56bを形成する耐圧ホース56で繋がれる。即ち、耐圧ホース56は連結支柱部40のT字状の中空路を介して油圧モータ47のケーシング48に接続される。油圧モータ47は、耐圧ホース56を介してケーシング48内に供給される圧油によって回転軸49が回転するように構成される。即ち、モータ47と油圧源55とで回転掘削体46の回転駆動源が構成される。
例えば、回転掘削体46の回転体50の底板50bの内面53の円中心と回転軸49の回転中心とが一致するように、回転体50の底板50bの内面53と油圧モータ47により回転する回転軸49の先端に設けられた連結板54とがねじ等の連結具57により連結される。即ち、2つの回転掘削体46;46が先頭管6の一端開口6tよりも前方に位置され、2つの回転掘削体46;46が2つの回転軸49;49に共通の1つの回転中心線Lを回転中心として回転するように構成される。このような2つの回転掘削体46;46を備えた構成は、ツインヘッダと呼ばれる。
As the motor 47, for example, a motor that operates by fluid pressure or a motor that operates by electricity is used. For example, when a hydraulic motor (hereinafter referred to as a hydraulic motor 47) is used, the hydraulic source 55 and the casing 48 of the hydraulic motor 47 are connected by a pressure hose 56 that forms a pressure oil supply path 56a and an oil return path 56b. That is, the pressure-resistant hose 56 is connected to the casing 48 of the hydraulic motor 47 through the T-shaped hollow path of the connecting support column 40. The hydraulic motor 47 is configured such that the rotating shaft 49 is rotated by pressure oil supplied into the casing 48 via the pressure hose 56. That is, the motor 47 and the hydraulic source 55 constitute a rotational drive source for the rotary excavator 46.
For example, the rotation rotated by the hydraulic motor 47 and the inner surface 53 of the bottom plate 50b of the rotating body 50 so that the circle center of the inner surface 53 of the bottom plate 50b of the rotating body 50 of the rotary excavator 46 and the rotation center of the rotating shaft 49 coincide. A connecting plate 54 provided at the tip of the shaft 49 is connected by a connecting tool 57 such as a screw. That is, the two rotary excavating bodies 46; 46 are positioned in front of the one end opening 6t of the leading pipe 6, and the two rotary excavating bodies 46; 46 are one rotation center line L common to the two rotary shafts 49; 49. Is configured to rotate around the center of rotation. Such a configuration including two rotary excavating bodies 46; 46 is called a twin header.

回転掘削体46の揺動駆動手段(駆動手段)としては、支持基板30の回転中心線30xを回転中心として支持基板30の左部の外面30a及び右部の外面30bを前後に揺動させて回転掘削体46を左右方向(先頭管6の左内面6c及び右内面6dと直交する方向)に揺動させるための左右揺動駆動手段と、支持体回転支持部124により形成された筒状支持体31の回転中心を回転中心として筒状支持体31の上部及び下部を前後に揺動させて回転掘削体46を上下方向(先頭管6の上内面6a及び下内面6bと直交する方向)に揺動させるための上下揺動駆動手段と、を備える。   As the swing drive means (drive means) of the rotary excavator 46, the left outer surface 30a and the right outer surface 30b of the support substrate 30 are swung back and forth with the rotation center line 30x of the support substrate 30 as the rotation center. Cylindrical support formed by the left and right swing drive means for swinging the rotary excavator 46 in the left-right direction (the direction orthogonal to the left inner surface 6c and the right inner surface 6d of the leading pipe 6) and the support rotation support portion 124. The upper and lower portions of the cylindrical support 31 are swung back and forth with the rotation center of the body 31 as the rotation center, and the rotary excavation body 46 is moved in the vertical direction (direction orthogonal to the upper inner surface 6a and the lower inner surface 6b of the top pipe 6). And a vertical swing driving means for swinging.

左右揺動駆動手段は、回転掘削体46を左右に揺動させるための駆動源となる左右揺動用ジャッキ16と、後述する推進力伝達構成部64に連結されたジャッキ反力受部材18と、図外のジャッキ駆動制御装置とを備える。
左右揺動用ジャッキ16は、例えば、油圧ジャッキにより構成される。
左右揺動用ジャッキ16は、2個設けられ、支持基板30の後方における左端側及び右端側にそれぞれ1つずつ配置される。
左側の左右揺動用ジャッキ16Aは、シリンダ16bの基端と支持基板30の後面30rにおける左側の上下中央側とがヒンジのような可動自在な接続手段22により接続され、かつ、ピストンロッド16aの先端とジャッキ反力受部材18とがヒンジのような可動自在な接続手段23により接続されている。
右側の左右揺動用ジャッキ16Bは、シリンダ16bの基端と支持基板30の後面30rにおける右側の上下中央側とがヒンジのような可動自在な接続手段22により接続され、かつ、ピストンロッド16aの先端とジャッキ反力受部材18とがヒンジのような可動自在な接続手段23により接続されている。
そして、左側の左右揺動用ジャッキ16Aのピストンロッド16aを伸長させ、かつ、右側の左右揺動用ジャッキ16Bのピストンロッド16aを縮退させた場合に、支持基板30の左端部が前側に移動し、支持基板30の右端部が後側に移動するので、回転掘削体46が右側に揺動する。
また、右側の左右揺動用ジャッキ16Bのピストンロッド16aを伸長させ、かつ、左側の左右揺動用ジャッキ16Aのピストンロッド16aを縮退させた場合に、支持基板30の右端部が前側に移動し、支持基板30の左端部が後側に移動するので、回転掘削体46が左側に揺動する。
尚、ジャッキ反力受部材18を撤去して、左側の左右揺動用ジャッキ16Aのピストンロッド16aの先端、及び、右側の左右揺動用ジャッキ16Bのピストンロッド16aの先端を、ヒンジのような可動自在な接続手段23を介して、後述する推進力伝達構成部64に連結してもよい。例えば、左側の左右揺動用ジャッキ16Aのピストンロッド16aの先端を後述する後左側上下延長柱部64cに連結し、かつ、右側の左右揺動用ジャッキ16Bのピストンロッド16aの先端を後述する後右側上下延長柱部64dに連結してもよい。
The left / right swing drive means includes a left / right swing jack 16 serving as a drive source for swinging the rotary excavator 46 to the left and right, a jack reaction force receiving member 18 connected to a propulsive force transmission component 64 described later, And a jack drive control device (not shown).
The left / right swinging jack 16 is constituted by, for example, a hydraulic jack.
Two left-right swinging jacks 16 are provided, one on each of the left end side and the right end side behind the support substrate 30.
The left and right swinging jack 16A has a base end of the cylinder 16b and a left and upper central side of the rear surface 30r of the support substrate 30 connected by a movable connecting means 22 such as a hinge, and a front end of the piston rod 16a. And the jack reaction force receiving member 18 are connected by a movable connecting means 23 such as a hinge.
The right and left rocking jack 16B has a base end of the cylinder 16b and a right upper and lower central side of the rear surface 30r of the support substrate 30 connected by a movable connecting means 22 such as a hinge, and a tip of the piston rod 16a. And the jack reaction force receiving member 18 are connected by a movable connecting means 23 such as a hinge.
Then, when the piston rod 16a of the left and right swinging jack 16A is extended and the piston rod 16a of the right and left swinging jack 16B is retracted, the left end portion of the support substrate 30 moves forward and is supported. Since the right end portion of the substrate 30 moves to the rear side, the rotary excavation body 46 swings to the right side.
Further, when the piston rod 16a of the right-hand side swinging jack 16B is extended and the piston rod 16a of the left-hand side swinging jack 16A is retracted, the right end portion of the support substrate 30 is moved forward and supported. Since the left end portion of the substrate 30 moves to the rear side, the rotary excavation body 46 swings to the left side.
The jack reaction force receiving member 18 is removed, and the tip of the piston rod 16a of the left / right swinging jack 16A and the tip of the piston rod 16a of the right / left swinging jack 16B are movable like a hinge. The connecting member 23 may be connected to a propulsive force transmission component 64 which will be described later. For example, the tip of the piston rod 16a of the left and right swinging jack 16A is connected to the rear left and right vertical extension column part 64c described later, and the tip of the piston rod 16a of the right and left swinging jack 16B is connected to the rear right and left upper and lower. You may connect with the extension pillar part 64d.

即ち、回転掘削体46の回転中心線Lを、先頭管6の互いに平行に対向する一方の一対の内面である上内面6a及び下内面6bと平行で、かつ、先頭管6の推進方向Fと直交する面と直交以外の状態で交差する状態に設定する揺動駆動手段としての左右揺動駆動手段を備えていることにより、先頭管6の中心線6xを基準として回転掘削体46を左右方向に揺動させることができ、先頭管6の前方において先頭管6の左右幅間隔よりも広い左右幅間隔で地山99を掘削できるので、先頭管6が推進する際に先頭管6の一端開口6tが地山99の硬質層に衝突する可能性が少なくなり、先頭管6をスムーズに推進させることができるようになる。即ち、先頭管6の進行に先立って先頭管6の前方において先頭管6の断面積よりも幅の広い断面積を掘削できるようになり、先頭管6の前方での余堀が可能となるので、地山が硬質地盤である場合でも先頭管6を地中10においてスムーズに推進させることができるようになる。
また、先頭管6の中心線6xを基準として回転掘削体46を左方向又は右方向に揺動させることによって、先頭管6の推進方向を左右に調整することが可能となる。
また、先頭管6の前方の右側だけを重点的に掘削したい場合や、先頭管6の前方の左側だけを重点的に掘削したい場合にも対応できるようになる。
That is, the rotation center line L of the rotary excavator 46 is parallel to the upper inner surface 6a and the lower inner surface 6b, which are one pair of inner surfaces of the leading pipe 6 facing each other in parallel, and the propulsion direction F of the leading pipe 6 By providing a left-right swing drive means as a swing drive means that is set to intersect with an orthogonal plane in a state other than orthogonal, the rotary excavator 46 is moved in the left-right direction with the center line 6x of the top pipe 6 as a reference. Since the natural ground 99 can be excavated at a width interval wider than the left-right width interval of the leading tube 6 in front of the leading tube 6, when the leading tube 6 is propelled, one end opening of the leading tube 6 is opened. The possibility that 6t collides with the hard layer of the natural ground 99 is reduced, and the leading pipe 6 can be smoothly promoted. That is, prior to the advancement of the leading pipe 6, it becomes possible to excavate a cross-sectional area wider than the sectional area of the leading pipe 6 in front of the leading pipe 6, and it is possible to excavate in front of the leading pipe 6. Even when the natural ground is hard ground, the leading pipe 6 can be smoothly propelled in the underground 10.
Further, by swinging the rotary excavator 46 leftward or rightward with respect to the center line 6x of the leading pipe 6, the propulsion direction of the leading pipe 6 can be adjusted to the left and right.
Further, it is possible to cope with a case where only the right side in front of the front pipe 6 is to be excavated with priority and a case where only the left side in front of the front pipe 6 is to be excavated with priority.

上下揺動駆動手段は、回転掘削体46を上下に揺動させるための駆動源となる上下揺動用ジャッキ80と、ジャッキ設置部81と、図外のジャッキ駆動制御装置とを備える。
上下揺動用ジャッキ80は、例えば、油圧ジャッキにより構成される。
上下揺動用ジャッキ80は、4個設けられ、支持基板30の後方における左端側及び右端側にそれぞれ2つずつ配置される。
即ち、上下揺動用ジャッキ80は、図3に示すように、左側の上下揺動用ジャッキ80Aと右側の上下揺動用ジャッキ80Bとを備え、左側の上下揺動用ジャッキ80Aは、上ジャッキ80A1(第1のジャッキ)と下ジャッキ80A2(第2のジャッキ)とを備え、右側の上下揺動用ジャッキ80Bは、上ジャッキ80B1(第1のジャッキ)と下ジャッキ80B2(第2のジャッキ)とを備える。
ジャッキ設置部81は、推進力伝達構成部64の一部を形成する左中央側連結部64gに固定された左側ジャッキ設置部81Aと、推進力伝達構成部64の一部を形成する右中央側連結部64jに固定された右側ジャッキ設置部81Bと、を備える。
そして、図9(a)に示すように、左側の上ジャッキ80A1及び下ジャッキ80A2の中心線が先頭管6の上内面6a及び下内面6bと直交するように、左側ジャッキ設置部81Aの上面に左側の上ジャッキ80A1のシリンダ80aの基端が固定状態に設置され、左側ジャッキ設置部81Aの下面に左側の下ジャッキ80A2のシリンダ80aの基端が固定状態に設置される。
また、右側の上ジャッキ80B1及び下ジャッキ80B2の中心線が先頭管6の上内面6a及び下内面6bと直交するように、右側ジャッキ設置部81Bの上面に右側の上ジャッキ80B1のシリンダ80aの基端が固定状態に設置され、右側ジャッキ設置部81Bの下面に左側の下ジャッキ80B2のシリンダ80aの基端が固定状態に設置される。
The vertical swing drive means includes a vertical swing jack 80 that is a drive source for swinging the rotary excavator 46 up and down, a jack installation portion 81, and a jack drive control device (not shown).
The vertically swinging jack 80 is constituted by, for example, a hydraulic jack.
Four up-and-down swing jacks 80 are provided, and two each are arranged on the left end side and the right end side behind the support substrate 30.
That is, as shown in FIG. 3, the up / down swing jack 80 includes a left up / down swing jack 80A and a right up / down swing jack 80B, and the left up / down swing jack 80A includes an upper jack 80A1 (a first jack). ) And a lower jack 80A2 (second jack), and the right-hand vertical swinging jack 80B includes an upper jack 80B1 (first jack) and a lower jack 80B2 (second jack).
The jack installation portion 81 includes a left jack installation portion 81A fixed to a left center side connection portion 64g that forms a part of the propulsive force transmission component 64, and a right center side that forms a portion of the propulsion force transmission component 64. A right jack installing portion 81B fixed to the connecting portion 64j.
Then, as shown in FIG. 9A, on the upper surface of the left jack installation portion 81A, the center lines of the left upper jack 80A1 and the lower jack 80A2 are orthogonal to the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6. The base end of the cylinder 80a of the left upper jack 80A1 is installed in a fixed state, and the base end of the cylinder 80a of the left lower jack 80A2 is installed in a fixed state on the lower surface of the left jack installation portion 81A.
Further, the base of the cylinder 80a of the right upper jack 80B1 is placed on the upper surface of the right jack installation portion 81B so that the center lines of the right upper jack 80B1 and the lower jack 80B2 are orthogonal to the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6. The end is installed in a fixed state, and the base end of the cylinder 80a of the left lower jack 80B2 is installed in a fixed state on the lower surface of the right jack installation portion 81B.

当該上下揺動用ジャッキ80は、例えば、図9(b)に示すように、ジャッキの中心線が、先頭管6の上内面6a及び下内面6bと直交するとともに、筒状支持体31の湾曲凸面121を形成する円弧面121Xの接線121Yと一致するように設けられる。言い換えれば、ジャッキの中心線が、先頭管6の上内面6a及び下内面6bと平行でかつ支持体回転支持部124により形成された筒状支持体31の回転中心線を含む平面129と直交するとともに、筒状支持体31の湾曲凸面121を形成する円弧面121Xの接線121Yと一致するように設けられる。   For example, as shown in FIG. 9B, the vertical swing jack 80 has a jack center line orthogonal to the upper inner surface 6 a and the lower inner surface 6 b of the leading pipe 6, and the curved convex surface of the cylindrical support 31. It is provided so as to coincide with the tangent line 121Y of the circular arc surface 121X forming 121. In other words, the center line of the jack is parallel to the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6 and perpendicular to the plane 129 including the rotation center line of the cylindrical support 31 formed by the support rotation support portion 124. At the same time, it is provided so as to coincide with the tangent 121Y of the arcuate surface 121X forming the curved convex surface 121 of the cylindrical support 31.

そして、支持体回転支持部124により筒状支持体31の回転中心が形成された図9(b)に示す初期状態から、図9(c)に示すように、左右の上ジャッキ80A1;80B1のピストンロッド80b;80bを伸長させてピストンロッド80b;80bのピストンヘッド80t;80tが先頭管6の上内面6aを押圧することにより得られる反力Rが、ジャッキ設置部81、推進力伝達構成部64を介して筒状支持体31に伝達されることによって、筒状支持体31が支持体回転支持部124を回転中心として回転して、筒状支持体31の下端側が前側に移動するとともに筒状支持体31の上端側が後側に移動することによって、回転掘削体46が上方に移動する。
また、支持体回転支持部124により筒状支持体31の回転中心が形成された図9(b)示す初期状態から、図9(d)に示すように、左右の下ジャッキ80A2;80B2のピストンロッド80b;80bを伸長させてピストンロッド80b;80bのピストンヘッド80t;80tが先頭管6の下内面6bを押圧することにより得られる反力Rが、ジャッキ設置部81、推進力伝達構成部64を介して筒状支持体31に伝達されることによって、筒状支持体31が支持体回転支持部124を回転中心として回転して、筒状支持体31の上端側が前側に移動するとともに筒状支持体31の下端側が後側に移動することによって、回転掘削体46が下方に移動する。
Then, from the initial state shown in FIG. 9 (b) in which the rotation center of the cylindrical support 31 is formed by the support rotation support portion 124, as shown in FIG. 9 (c), the left and right upper jacks 80A1; The reaction force R obtained when the piston rod 80b; 80b is extended and the piston head 80t; 80t of the piston rod 80b; 80b presses the upper inner surface 6a of the top pipe 6 is the jack installation portion 81, the propulsive force transmission component. By being transmitted to the cylindrical support 31 via 64, the cylindrical support 31 rotates about the support rotation support portion 124 as the rotation center, and the lower end side of the cylindrical support 31 moves to the front side and the cylinder The rotary excavator 46 is moved upward by moving the upper end side of the support 31 to the rear side.
Further, from the initial state shown in FIG. 9B in which the center of rotation of the cylindrical support 31 is formed by the support rotation support portion 124, as shown in FIG. 9D, the left and right lower jacks 80A2; The reaction force R obtained when the rod 80b; 80b is extended and the piston head 80t; 80t of the piston rod 80b; 80b presses the lower inner surface 6b of the top pipe 6 results in the jack installation portion 81 and the propulsive force transmission component 64. , The cylindrical support 31 rotates around the support rotation support portion 124 as the center of rotation, and the upper end side of the cylindrical support 31 moves to the front side while being cylindrical. When the lower end side of the support body 31 moves to the rear side, the rotary excavation body 46 moves downward.

尚、筒状支持体31が支持体回転支持部124を回転中心として回転した場合、上下揺動用ジャッキ80の中心線が、先頭管6の上内面6a及び下内面6bと直交した状態から傾くので、上下揺動用ジャッキ80のピストンヘッド80tは、図4;図5:図9に示すように先頭管6の内面と点接触となるように円弧面に形成されたり、あるいは、平板状のピストンヘッドがヒンジのような可動自在な接続手段でピストンロッドの先端に連結された構成とすることが好ましい。   When the cylindrical support 31 rotates about the support rotation support portion 124, the center line of the vertical swing jack 80 is inclined from the state perpendicular to the upper inner surface 6a and the lower inner surface 6b of the top tube 6. The piston head 80t of the vertically swinging jack 80 is formed in an arc surface so as to be in point contact with the inner surface of the top tube 6 as shown in FIG. 4; FIG. 5: FIG. Is preferably connected to the tip of the piston rod by a movable connecting means such as a hinge.

上下揺動駆動手段を備えていることにより、先頭管6の中心線6xを基準として回転掘削体46を上下方向に揺動させることができ、先頭管6の前方において先頭管6の上下幅間隔よりも広い上下幅間隔で地山99を掘削できるので、先頭管6をスムーズに推進させることができるようになる。即ち、先頭管6の進行に先立って先頭管6の前方において先頭管6の断面積よりも幅の広い断面積を掘削できるようになり、先頭管6の前方での余堀が可能となるので、地山が硬質地盤である場合でも先頭管6を地中10においてスムーズに推進させることができるようになる。
また、先頭管6の中心線6xを基準として回転掘削体46を上方向又は下方向に揺動させることによって、先頭管6の推進方向を上下に調整することが可能となる。
また、先頭管6の前方の上側だけを重点的に掘削したい場合や、先頭管6の前方の下側だけを重点的に掘削したい場合にも対応できるようになる。
By providing the vertical swing drive means, the rotary excavation body 46 can be swung in the vertical direction with the center line 6x of the leading pipe 6 as a reference, and the vertical width interval of the leading pipe 6 is in front of the leading pipe 6. Since the natural ground 99 can be excavated at wider vertical intervals, the top pipe 6 can be smoothly promoted. That is, prior to the advancement of the leading pipe 6, it becomes possible to excavate a cross-sectional area wider than the sectional area of the leading pipe 6 in front of the leading pipe 6, and it is possible to excavate in front of the leading pipe 6. Even when the natural ground is hard ground, the leading pipe 6 can be smoothly propelled in the underground 10.
In addition, the propulsion direction of the leading pipe 6 can be adjusted up and down by swinging the rotary excavator 46 upward or downward with the center line 6x of the leading pipe 6 as a reference.
Further, it is possible to cope with a case where it is desired to excavate only the upper side in front of the front pipe 6 and a case where it is desired to excavate only a lower side in front of the front pipe 6.

以上のように、駆動源からの力を受けて筒状支持体31が支持体回転支持部124による回転中心を回転中心として回転するとともに、筒状支持体31に形成された湾曲凸面121;121が先頭管6の上内面6a及び下内面6bに形成された湾曲凹面111;111に沿った方向に移動することによって、回転掘削体46が先頭管6の上内面6a及び下内面6bと直交する方向、即ち、回転掘削体46が先頭管6の中心線6xを中心として上下方向に揺動可能なように構成されているものである。   As described above, the cylindrical support 31 is rotated about the rotation center of the support rotation support portion 124 in response to the force from the drive source, and the curved convex surface 121; 121 formed on the cylindrical support 31 is used. Moves in a direction along the curved concave surface 111; 111 formed on the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6, so that the rotary excavator 46 is orthogonal to the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6. The rotary excavator 46 is configured to be able to swing in the vertical direction about the center line 6x of the leading pipe 6.

地中10への管2の設置作業においては、図外の計測手段によって先頭管6が設計通りの方向に進んでいるか否かを監視しながら作業を行っている。
実施形態1の管設置装置1によれば、先頭管6の進行方向が予定位置からずれていることが検出された場合に、回転掘削体46の位置を上下方向や左右方向に移動させた後、あるいは、回転掘削体46の位置を上下方向や左右方向に移動させながら、作業を続行することで、先頭管6の進行方向のずれを補正できる。
In the installation work of the pipe 2 in the ground 10, the work is performed while monitoring whether or not the leading pipe 6 is moving in the designed direction by a measuring means (not shown).
According to the pipe installation device 1 of the first embodiment, when it is detected that the traveling direction of the leading pipe 6 is deviated from the planned position, the position of the rotary excavator 46 is moved in the vertical direction and the horizontal direction. Alternatively, by continuing the operation while moving the position of the rotary excavator 46 in the vertical direction and the horizontal direction, it is possible to correct the deviation in the traveling direction of the leading pipe 6.

止水装置150は、筒状支持体内周側止水装置160と、筒状支持体外周側止水装置170とを備える。   The water stop device 150 includes a cylindrical support body peripheral side water stop device 160 and a cylindrical support outer periphery side water stop device 170.

筒状支持体内周側止水装置160は、例えば、ゴムなどの伸縮自在な材料により蛇腹状に形成された筒状止水部材としての蛇腹筒状止水部材161の筒の一端開口縁162側が筒状支持体31の前側開口縁163に固定され、蛇腹筒状止水部材161の筒の他端開口縁164側が支持基板30の前面30fの外周縁165側に固定されたことによって、蛇腹筒状止水部材161が、筒状支持体31の内周面と支持基板30の外周面との間を介した筒状支持体31の後方への水の移動を阻止するように構成される。
即ち、筒状支持体内周側止水装置160は、回転掘削体46を左右方向に揺動させた際において支持基板30の左右側が前後方向に揺動した場合、あるいは、回転掘削体46を上下方向に揺動させた際において支持基板30の上下側が前後方向に揺動した場合、支持基板30の後方に移動した部分と連結されている蛇腹筒状止水部材161の部位が伸び、支持基板30の前方に移動した部分と連結されている蛇腹筒状止水部材161の部位が縮む。
The cylindrical support body peripheral side water stop device 160 has, for example, an end opening edge 162 side of a cylinder of a bellows cylindrical water stop member 161 as a cylindrical water stop member formed in a bellows shape by a stretchable material such as rubber. The bellows cylinder is fixed to the front opening edge 163 of the cylindrical support 31 and the other end opening edge 164 side of the cylinder of the bellows cylindrical water blocking member 161 is fixed to the outer peripheral edge 165 side of the front surface 30f of the support substrate 30. The water-stop member 161 is configured to prevent water from moving rearward of the cylindrical support 31 through the space between the inner peripheral surface of the cylindrical support 31 and the outer peripheral surface of the support substrate 30.
That is, the cylindrical support body peripheral side water stop device 160 moves the rotary excavator 46 up and down when the left and right sides of the support substrate 30 swing back and forth when the rotary excavator 46 is swung left and right. When the upper and lower sides of the support substrate 30 are swung in the front-rear direction when the support substrate 30 is swung in the direction, the portion of the bellows cylindrical water-stopping member 161 connected to the portion moved to the rear of the support substrate 30 is extended. The site | part of the bellows cylindrical water-stop member 161 connected with the part which moved ahead 30 is shrunk.

当該筒状支持体内周側止水装置160を備えていることで、支持基板30の状態に拘わらず、支持基板30の前面30f側に取り込まれた掘削ズリに含まれる泥水が支持基板30の外周面と筒状支持体31の内周面との間を経由して支持基板30後方に移動することを防止できる。即ち、筒状支持体31の内側の止水を維持できる構造の管設置装置1を提供できる。
また、蛇腹筒状止水部材161の筒の他端開口縁164側が支持基板30の前面30fの外周縁165側に固定されたので、支持基板30の前面30f側に掘削ズリを多く取り込めるようになり、排泥効率を向上できる。
また、伸縮した場合の形状保持性能に優れた蛇腹筒状止水部材161を用いたことで、支持基板30の外周面と筒状支持体31の内周面との間に蛇腹筒状止水部材161が噛み込まれるようなことを防止でき、止水装置の信頼性を向上できる。
By providing the cylindrical support body peripheral side water stop device 160, mud contained in the excavation sludge taken into the front surface 30 f side of the support substrate 30 regardless of the state of the support substrate 30. It can prevent moving to the back of the support substrate 30 via between the surface and the inner peripheral surface of the cylindrical support 31. That is, the pipe installation device 1 having a structure capable of maintaining the water stop inside the cylindrical support 31 can be provided.
Further, since the other end opening edge 164 side of the cylinder of the bellows tubular water blocking member 161 is fixed to the outer peripheral edge 165 side of the front surface 30f of the support substrate 30, a large amount of excavation gap can be taken into the front surface 30f side of the support substrate 30. Therefore, the efficiency of drainage can be improved.
In addition, by using the bellows cylindrical water stop member 161 having excellent shape retention performance when stretched, a bellows cylindrical water stop between the outer peripheral surface of the support substrate 30 and the inner peripheral surface of the cylindrical support 31 is provided. It is possible to prevent the member 161 from being bitten and improve the reliability of the water stop device.

筒状支持体外周側止水装置170は、筒状支持体31の前側の筒の外周面に取付けられた筒状止水部材171の弾性変形による筒状止水部材171の外周面172と先頭管6の湾曲凹面111との圧密な面接触により、筒状止水部材171の外周面172と先頭管6の湾曲凹面111との間の水密性能を維持するとともに、筒状支持体31の前側の筒の外周面に取付けられた筒状止水部材171の弾性変形による筒状止水部材171の左右の前部175;176と先頭管6の前側内面において互いに向かい合う左内面6c及び右内面6dに突出するように設けられた止水部材押し当て部173;173との前後方向の圧密な面接触により、筒状止水部材171と止水部材押し当て部173との間の水密性能を維持するように構成される。   The cylindrical support outer peripheral side water stop device 170 includes an outer peripheral surface 172 and a leading end of the cylindrical water stop member 171 due to elastic deformation of the cylindrical water stop member 171 attached to the outer peripheral surface of the cylinder on the front side of the cylindrical support 31. The compact surface contact with the curved concave surface 111 of the pipe 6 maintains the watertight performance between the outer peripheral surface 172 of the cylindrical water-stopping member 171 and the curved concave surface 111 of the leading pipe 6, and the front side of the cylindrical support 31. Left and right front portions 175; 176 of the cylindrical water-stopping member 171 by elastic deformation of the cylindrical water-stopping member 171 attached to the outer peripheral surface of the cylinder of FIG. The water-tight performance between the tubular water-stopping member 171 and the water-stopping member pressing portion 173 is maintained by the pressure-contact surface contact with the water-stopping member pressing portion 173; 173 provided so as to protrude in the longitudinal direction. Configured to do.

即ち、筒状支持体31の前側の筒の外周面には特許文献1のような環状止水部材を装着するための環状装着溝が形成されておらず、当該筒状支持体31の前側の筒の外周面である凹凸のない滑らかな外周面に内周面が密着して当該外周面を取り囲むように当該外周面に筒状止水部材171が取り付けられている。
当該筒状止水部材171は、筒の長さが比較的長い腹巻のような筒体により形成される。当該筒状止水部材171の筒の長さ及び筒の厚さは、筒状支持体31の初期状態から筒状支持体31の上部及び下部が前後に移動した際において先頭管6の湾曲凹面111と上述した水密性能を維持した状態で接触可能な長さ及び厚さに形成されている。
また、筒状止水部材171は、筒状支持体31の外周面の前端から当該外周面の後端に向けて延長するように当該筒状支持体31の外周面に被せられて外周面に密着状態で取付けられていることにより、筒状止水部材171の左右の前端面が最初に止水部材押し当て部173;173に接触するように構成されている。
筒状止水部材171は、例えば、前側の一端開口の内径及び外径の大きさが後側の他端開口の内径及び外径の大きさよりも小さく形成され、外周面及び内周面の形状が、筒状支持体を形成する筒の前側の外周面に対応した形状に形成されたゴム筒、あるいは、円筒状のゴム筒を、筒状支持体を形成する筒の前側の外周面に嵌め込むことにより、筒状支持体を形成する筒の前側の外周面に取付けられる。
That is, an annular mounting groove for mounting an annular water stop member as in Patent Document 1 is not formed on the outer peripheral surface of the cylinder on the front side of the cylindrical support 31, and the front side of the cylindrical support 31 is not formed. A cylindrical water-stop member 171 is attached to the outer peripheral surface so that the inner peripheral surface is in close contact with the smooth outer peripheral surface having no irregularities, which is the outer peripheral surface of the cylinder, and surrounds the outer peripheral surface.
The cylindrical water-stop member 171 is formed of a cylindrical body such as a belly band with a relatively long cylinder. The tube length and the tube thickness of the tubular water blocking member 171 are such that when the upper and lower portions of the tubular support 31 move back and forth from the initial state of the tubular support 31, the curved concave surface of the leading tube 6. 111 and the length and thickness which can be contacted in the state which maintained the watertight performance mentioned above.
Further, the tubular water blocking member 171 is placed on the outer peripheral surface of the cylindrical support 31 so as to extend from the front end of the outer peripheral surface of the cylindrical support 31 toward the rear end of the outer peripheral surface. By being attached in close contact, the left and right front end surfaces of the tubular water stop member 171 are configured to first contact the water stop member pressing portion 173; 173.
The cylindrical water stop member 171 is formed such that, for example, the inner diameter and outer diameter of the front end opening are smaller than the inner diameter and outer diameter of the rear end opening, and the shape of the outer peripheral surface and inner peripheral surface. However, a rubber cylinder formed in a shape corresponding to the outer peripheral surface on the front side of the cylinder forming the cylindrical support body, or a cylindrical rubber cylinder is fitted on the outer peripheral surface on the front side of the cylinder forming the cylindrical support body. By being inserted, it is attached to the outer peripheral surface on the front side of the cylinder forming the cylindrical support.

止水部材押し当て部173;173は、断面四角形状の長尺板材により形成され、湾曲凹面111;111の前側に延長する上下の面125;125間において管の上内面6a及び下内面6bに直交する方向に連続して延在するように配置されて先頭管6の左内面6c及び右内面6dに固定されることで、先頭管6の左内面6c及び右内面6dより突出するように設けられている。
そして、筒状止水部材171は、筒の前端部が筒状支持体31の前端面よりも若干前側に位置するように筒状支持体31の前側の筒の外周面に固定されることによって、初期状態において、当該筒状止水部材171の左右の前部175;176と止水部材押し当て部173;173との面接触圧を大きくでき、かつ、初期状態から筒状支持体31の上端部及び下端部が前後方向に揺動した際においても当該筒状止水部材171の左右の前部175;176と止水部材押し当て部173;173との面接触による水密状態を形成できるようになる。
The water-stopping member pressing portions 173; 173 are formed of a long plate material having a square cross section, and are formed on the upper inner surface 6a and the lower inner surface 6b between the upper and lower surfaces 125; 125 extending to the front side of the curved concave surface 111; 111. Arranged so as to continuously extend in the orthogonal direction and fixed to the left inner surface 6c and the right inner surface 6d of the leading tube 6, so as to protrude from the left inner surface 6c and the right inner surface 6d of the leading tube 6. It has been.
And the cylindrical water-stop member 171 is fixed to the outer peripheral surface of the cylinder of the front side of the cylindrical support body 31 so that the front-end part of a cylinder may be located slightly ahead of the front end surface of the cylindrical support body 31. In the initial state, the surface contact pressure between the left and right front portions 175; 176 and the water stop member pressing portion 173; 173 of the cylindrical water stop member 171 can be increased, and the cylindrical support 31 can be moved from the initial state. Even when the upper end portion and the lower end portion swing in the front-rear direction, a watertight state can be formed by surface contact between the left and right front portions 175; 176 and the water stop member pressing portion 173; 173 of the cylindrical water stop member 171. It becomes like this.

即ち、筒状支持体外周側止水装置170は、先頭管6の内周面と対向する筒状支持体31の湾曲凸面121;121を含む前側外周面に設けられた筒状止水部材171と、当該筒状止水部材171の外周面172と上下方向で面接触して外周面172との間の水密性能を維持できるように先頭管6の上内面6a及び下内面6bに設けられた湾曲凹面111;111と、筒状止水部材171の左右の前部175;176と前後方向で面接触して筒状止水部材171の左右の前部175;176との間の水密性能を維持できるように先頭管6の左内面6c及び右内面6dに設けられた止水部材押し当て部173;173とを備えて構成される。   That is, the cylindrical support outer peripheral water stop device 170 is a cylindrical water stop member 171 provided on the front outer peripheral surface including the curved convex surface 121; 121 of the cylindrical support 31 facing the inner peripheral surface of the front pipe 6. And provided on the upper inner surface 6a and the lower inner surface 6b of the top pipe 6 so that the water tightness between the outer peripheral surface 172 and the outer peripheral surface 172 can be maintained in surface contact with the outer peripheral surface 172 of the cylindrical water stop member 171 in the vertical direction. Watertight performance between the curved concave surface 111; 111 and the left and right front portions 175; 176 of the tubular water-stopping member 171 in the front-rear direction and the left and right front portions 175; 176 of the tubular water-stopping member 171. It is configured to include a water stop member pressing portion 173; 173 provided on the left inner surface 6c and the right inner surface 6d of the leading pipe 6 so as to be maintained.

図9(a);図10(a)に示すように、筒状止水部材171が筒の前側の外周面に固定された筒状支持体31を先頭管6の他端開口を介して先頭管6内に挿入して前方に移動させ、図9(b);図10(b)に示すように、支持体側係合部123である円形突起を管側係合部122である半円周凹部に係合させて支持体回転支持部124を構成するとともに、筒状止水部材171の外周面172と先頭管6の上内面6a及び下内面6bに設けられた湾曲凹面111;111とを上下方向で水密状態に面接触させ、かつ、筒状止水部材171の左右の前部175;176を止水部材押し当て部173;173に押し当てて筒状止水部材171と止水部材押し当て部173;173とを前後方向で水密状態に接触させた状態、即ち、初期状態に設定する。
そして、初期状態において、油圧ジャッキ61Aにより発生させた推進力を推進力伝達手段62を介して筒状支持体31に伝達することにより、筒状支持体31に伝達された推進力が、筒状支持体31の前方への移動を規制するストッパー、言い換えれば、推進力受け部として機能する湾曲凹面111;111、止水部材押し当て部173;173、管側係合部122;122を介して先頭管6に伝達されるとともに、回転掘削体46を回転駆動させて地中10を掘削することにより、管設置装置1を地中10に推進させることができる。
そして、先頭管6の推進作業後に発進基地100に残る先頭管6の後端面102eに後続管を接続した後に、先頭管6と後続管とを共に地中10に推進させることができる。即ち、推進作業後に発進基地100に残る最後方の後続管の後端に順次後続管を接続した後、推進動作を行うことで、先頭管6と先頭管6の後方に接続された複数の後続管とで構成された管が地中10に設置される。即ち、支保工等を構成する管を地中10に設置できる。
9 (a); As shown in FIG. 10 (a), a cylindrical support 31 having a cylindrical water-stopping member 171 fixed to the outer peripheral surface on the front side of the cylinder is connected to the top through the other end opening of the top pipe 6. As shown in FIG. 9B; FIG. 10B, the circular protrusions that are the support-side engaging portions 123 are inserted into the semicircular circumference that is the tube-side engaging portions 122, as shown in FIG. The support rotation support portion 124 is configured by engaging with the recess, and the outer peripheral surface 172 of the tubular water blocking member 171 and the curved concave surfaces 111; 111 provided on the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6 are provided. The cylindrical water-stopping member 171 and the water-stopping member are brought into surface contact with each other in a watertight state in the vertical direction and the left and right front portions 175; 176 of the cylindrical water-stopping member 171 are pressed against the water-stopping member pressing portions 173; In a state where the pressing portions 173 and 173 are in contact with each other in a watertight state in the front-rear direction, that is, in an initial state. A constant.
In the initial state, the propulsive force generated by the hydraulic jack 61A is transmitted to the cylindrical support 31 via the propulsive force transmitting means 62, so that the propulsive force transmitted to the cylindrical support 31 is cylindrical. Via a stopper that restricts the forward movement of the support 31, in other words, a curved concave surface 111; 111 that functions as a propulsive force receiving part, a water stop member pressing part 173; 173, and a pipe side engaging part 122; 122. The pipe installation device 1 can be propelled to the underground 10 by being transmitted to the leading pipe 6 and excavating the underground 10 by rotating the rotary excavator 46.
Then, after connecting the succeeding pipe to the rear end surface 102e of the leading pipe 6 remaining in the starting base 100 after the propulsion work of the leading pipe 6, the leading pipe 6 and the following pipe can be propelled to the ground 10 together. That is, after the succeeding pipe is sequentially connected to the rear end of the rearmost succeeding pipe remaining in the departure base 100 after the propulsion work, the propulsion operation is performed, so that a plurality of succeeding pipes connected to the rear of the leading pipe 6 and the leading pipe 6 are performed. A pipe composed of a pipe is installed in the underground 10. In other words, the pipes constituting the support work or the like can be installed in the underground 10.

例えば、回転掘削体46の位置を上下方向に移動させる場合においては、図9(c):図9(d);図10(c):図10(d)に示すように、上下揺動用ジャッキ80を駆動させて、筒状支持体31を支持体回転支持部124の回転中心を回転中心として例えばα°だけ回転させると、筒状支持体31の湾曲凸面121が湾曲凹面111に沿った方向に移動するが、この場合、筒状止水部材171の外周面172と湾曲凹面111;111との面接触により湾曲凸面121と湾曲凹面111との間の水密を維持する止水部が形成されるとともに、図8(b):図8(c)に示すように、筒状止水部材171の左右の前部175;176が止水部材押し当て部173;173に押し当てられることにより筒状止水部材171と止水部材押し当て部173;173との間の水密を維持する止水部が形成されるので、地山99の地下水が筒状支持体31の湾曲凸面121と先頭管6の湾曲凹面111との間を経由して筒状支持体31の後方に移動したり、地山99の地下水が筒状支持体31の左外面と先頭管6の左内面6cとの間及び筒状支持体31の右外面と先頭管6の右内面6dとの間を経由して筒状支持体31の後方に移動したりすることを防止できる。   For example, in the case where the position of the rotary excavator 46 is moved in the vertical direction, as shown in FIG. 9 (c): FIG. 9 (d); FIG. 10 (c): FIG. When the cylindrical support 31 is rotated by, for example, α ° with the rotation center of the support rotation support portion 124 as the rotation center by driving 80, the curved convex surface 121 of the cylindrical support 31 is in a direction along the curved concave surface 111. However, in this case, a water-stop portion that maintains the watertightness between the curved convex surface 121 and the curved concave surface 111 is formed by surface contact between the outer peripheral surface 172 of the cylindrical water-stop member 171 and the curved concave surface 111; 111. 8 (b): As shown in FIG. 8 (c), the left and right front portions 175; 176 of the cylindrical water-stopping member 171 are pressed against the water-stopping member pressing portions 173; Water stop member 171 and water stop member pressing Since the water stop part which maintains the watertightness between the parts 173 and 173 is formed, the groundwater of the natural ground 99 passes between the curved convex surface 121 of the cylindrical support 31 and the curved concave surface 111 of the top pipe 6. Or the ground water in the natural ground 99 is between the left outer surface of the cylindrical support 31 and the left inner surface 6c of the top pipe 6 and between the right outer surface and the top pipe of the cylindrical support 31. 6 to the rear of the cylindrical support 31 via the right inner surface 6d.

また、先頭管6の互いに平行に向かい合う一方の一対の内面及び他方の一対の内面のうち、管設置時に下面となる内面、例えば、図2に示すように、先頭管6の下内面6bと向かい合う筒状支持体31の下外面を形成する湾曲凸面121に、当該先頭管6の下内面6bと筒状支持体31の湾曲凸面121との摩擦を低減させるための摩擦軽減装置としての突起として例えば車輪(例えば車輪の進行方向が自在となるように構成されたキャスター)190を1又は複数個備える。当該車輪190は、例えば湾曲凸面121の左右側に1個ずつ設けることが好ましい。   Of the pair of inner surfaces and the other pair of inner surfaces of the leading pipe 6 that face each other in parallel, the inner surface that becomes the lower surface when the pipe is installed, for example, the lower inner surface 6b of the leading pipe 6 as shown in FIG. As a protrusion as a friction reducing device for reducing friction between the lower inner surface 6b of the leading pipe 6 and the curved convex surface 121 of the cylindrical support 31, for example, on the curved convex surface 121 that forms the lower outer surface of the cylindrical support 31. One or a plurality of wheels 190 (for example, casters configured so that the traveling direction of the wheels can be freely set) are provided. The wheels 190 are preferably provided one by one on the left and right sides of the curved convex surface 121, for example.

先頭管6の下内面6bと筒状支持体31の湾曲凸面121との摩擦を低減させるための突起として車輪190を備えたことで、先頭管の下面となる下内面と支持体の下外面との摩擦を低減できるので、管設置作業終了後に筒状支持体31及び回転掘削体46を発進基地に回収する際において、先頭管6の下内面6bと筒状支持体31の湾曲凸面121との摩擦を低減でき、管設置作業終了後の筒状支持体31及び回転掘削体46の回収作業を容易に行えるようになる。   By providing the wheel 190 as a protrusion for reducing friction between the lower inner surface 6b of the leading pipe 6 and the curved convex surface 121 of the cylindrical support 31, the lower inner surface serving as the lower surface of the leading pipe and the lower outer surface of the supporting body Therefore, when the cylindrical support 31 and the rotary excavation body 46 are recovered to the starting base after the pipe installation work is completed, the lower inner surface 6b of the top pipe 6 and the curved convex surface 121 of the cylindrical support 31 Friction can be reduced, and the collection work of the cylindrical support 31 and the rotary excavation body 46 after the pipe installation work can be easily performed.

推進装置70は、推進駆動源61と、支持体120と、推進駆動源61による推進力を支持体120に伝達する推進力伝達手段62と、筒状支持体31に伝達された推進力を先頭管6に伝達する推進力受け部とを備える。
即ち、推進駆動源61による推進力を推進力伝達手段62を介して支持体120に伝達するとともに回転掘削体46を回転させることにより、支持体120に連結支柱部40を介して連結されている回転掘削体46が前方に推進し、かつ、支持体120に伝達された推進力が推進力受け部を介して先頭管6に伝達されて先頭管6が前方に推進する。
The propulsion device 70 includes a propulsion drive source 61, a support 120, propulsion force transmission means 62 that transmits the propulsion force generated by the propulsion drive source 61 to the support 120, and the propulsive force transmitted to the cylindrical support 31 at the top. And a propulsive force receiving portion for transmitting to the tube 6.
In other words, the propulsive force generated by the propulsion drive source 61 is transmitted to the support body 120 via the propulsive force transmission means 62 and the rotary excavation body 46 is rotated to be coupled to the support body 120 via the coupling strut portion 40. The rotary excavator 46 propels forward, and the propulsive force transmitted to the support 120 is transmitted to the leading pipe 6 via the propelling force receiving portion, and the leading pipe 6 propels forward.

推進力受け部は、湾曲凹面111;111と、止水部材押し当て部173;173と、管側係合部122;122とで構成される。   The propulsive force receiving portion includes curved concave surfaces 111; 111, a water stop member pressing portion 173; 173, and a pipe side engaging portion 122; 122.

推進力伝達手段62は、推進力伝達構成部64と、推進力伝達棒状体71と、推進力伝達用の当て材72とを備える。
推進力伝達構成部64は、例えば、H形鋼を組み合わせて形成される。例えば、筒状支持体31の筒の左端後端面と連結されて上下に延長するよう設けられた前左側上下延長柱部64aと、筒状支持体31の筒の右端後端面と連結されて上下に延長するよう設けられた前右側上下延長柱部64bと、ジャッキ反力受部材18の左端部と連結されて上下に延長するよう設けられた後左側上下延長柱部64cと、ジャッキ反力受部材18の右端部と連結されて上下に延長するよう設けられた後右側上下延長柱部64dと、前後方向に延長して先端と前左側上下延長柱部64aとが連結され後端と後左側上下延長柱部64cとが連結された左上側連結部64e、左下側連結部64f、左中央側連結部64gと、前後方向に延長して先端と前右側上下延長柱部64bとが連結され後端と後右側上下延長柱部64dとが連結された右上側連結部64h、右下側連結部64i、右中央側連結部64jとを備える。
The propulsive force transmission means 62 includes a propulsive force transmission component 64, a propulsive force transmission rod 71, and a propulsion force transmitting member 72.
The propulsive force transmission component 64 is formed by combining, for example, H-section steel. For example, it is connected to the left end rear end surface of the cylinder of the cylindrical support 31 and is connected to the front left upper and lower extension column 64a provided so as to extend vertically and to the right end rear end surface of the cylinder of the cylindrical support 31. A front right upper and lower extension post 64b provided to extend to the left, a rear left upper extension post 64c connected to the left end of the jack reaction force receiving member 18 and provided to extend up and down, and a jack reaction force receiving A rear right vertical extension column 64d that is connected to the right end of the member 18 and extends vertically, and a front end and a front left vertical extension column 64a that extend in the front-rear direction are connected to a rear end and a rear left side. The upper left connecting part 64e, the lower left connecting part 64f, the left central connecting part 64g connected to the upper and lower extension pillar part 64c, and the front end and the front right upper and lower extension post part 64b extending in the front-rear direction are connected. End and rear right upper / lower extension post 64d are connected Comprises a right upper side connecting portion 64h, the lower right side connecting portion 64i, a right central connecting portion 64j.

推進力伝達棒状体71は、一端から他端までの長さが推進力伝達構成部64の後端面と先頭管6の後端面102eとの間の最短距離よりも長い寸法に形成された棒状体である。推進力伝達棒状体71としては例えばH形鋼を用いる。
推進力伝達棒状体71は、中心線が先頭管6の中心線と同一方向を向くように設置される。左側の推進力伝達棒状体71Aの先端面と後左側上下延長柱部64cの後面における上下の中央位置とが連結され、右側の推進力伝達棒状体71Bの先端面と後右側上下延長柱部64dの後面における上下の中央位置とが連結される。
The propulsive force transmission rod 71 has a length from one end to the other end longer than the shortest distance between the rear end surface of the propulsion force transmission component 64 and the rear end surface 102e of the leading pipe 6. It is. As the propulsive force transmission rod-shaped body 71, for example, H-shaped steel is used.
The propulsive force transmission rod-like body 71 is installed such that the center line faces the same direction as the center line of the leading pipe 6. The front end surface of the left propulsive force transmitting rod-like body 71A and the upper and lower center positions on the rear surface of the rear left upper / lower extension column portion 64c are connected, and the front end surface of the right propulsive force transmission rod-like body 71B and the rear right upper / lower extension column portion 64d. The upper and lower center positions on the rear surface are connected.

推進駆動源61は、例えば、油圧ジャッキ61Aにより構成される。油圧ジャッキ61Aのピストンロッド61aの先端には押圧板61bが設けられる。油圧ジャッキ61Aのシリンダ61cは図外のジャッキ反力受部材に固定されている。   The propulsion drive source 61 is constituted by, for example, a hydraulic jack 61A. A pressing plate 61b is provided at the tip of the piston rod 61a of the hydraulic jack 61A. The cylinder 61c of the hydraulic jack 61A is fixed to a jack reaction force receiving member (not shown).

そして、当て材72を、先頭管6の後端面102eより後方に突出する左右の推進力伝達棒状体71A;71Bの他端間に跨るように設置して左右の推進力伝達棒状体71A;71Bの他端に図外のボルトや万力装置などで連結し、当て材72における左右の推進力伝達棒状体71A;71Bの他端間の中央部分を油圧ジャッキ61Aの押圧板61bで押圧することにより、油圧ジャッキ61Aによる押圧力が、推進力伝達棒状体71、推進力伝達構成部64、筒状支持体31、推進力受け部を介して先頭管6及び回転掘削体46;46に伝達されるので、先頭管6が前方に推進するとともに回転掘削体46;46が前方に推進する。
即ち、油圧ジャッキ61Aによる推進力が、当て材72、左右の推進力伝達棒状体71A;71B、推進力伝達構成部64、筒状支持体31、円孔38、突起37、支持基板30、連結支柱部40を介して回転掘削体46に伝達されるとともに、油圧ジャッキ61Aによる推進力が、当て材72、左右の推進力伝達棒状体71A;71B、推進力伝達構成部64、筒状支持体31、管側係合部122;122、湾曲凹面111;111、止水部材押し当て部173;173を介して先頭管6に伝達され、回転掘削体46が回転することによって、回転掘削体46と先頭管6が一緒に地中10を推進する管設置装置1となる。
言い換えれば、管側係合部122;122、湾曲凹面111;111、止水部材押し当て部173;173が、筒状支持体31を受けて筒状支持体31の前方への移動を規制するストッパー、言い換えれば、推進力受け部として機能する。
この場合、後右側上下延長柱部64dの後面における上下の中央位置に連結された右側の推進力伝達棒状体71Bと後左側上下延長柱部64cの後面における上下の中央位置に連結された左側の推進力伝達棒状体71Aとを介して推進力伝達構成部64に伝達された推進力が筒状支持体31の後端面の四隅部に伝達される構成としたので(図4;図5参照)、筒状支持体31に推進力を均等に伝達でき、筒状支持体31の姿勢を安定に維持することができ、しかも、揺動動作の安定化が図れる。
And the abutting material 72 is installed so as to straddle between the other ends of the left and right propulsive force transmitting rod-like bodies 71A; 71B projecting rearward from the rear end face 102e of the leading pipe 6, and the left and right propelling force transmitting rod-like bodies 71A; 71B Are connected to the other end by a bolt or a vise device not shown in the figure, and the central portion between the other ends of the left and right propulsive force transmitting rods 71A; 71B in the abutting member 72 is pressed by the pressing plate 61b of the hydraulic jack 61A. Thus, the pressing force by the hydraulic jack 61A is transmitted to the leading pipe 6 and the rotary excavator 46; 46 through the propulsive force transmission rod 71, the propulsive force transmission component 64, the cylindrical support 31, and the propulsive force receiver. Therefore, the leading pipe 6 propels forward and the rotary excavator 46; 46 propels forward.
That is, the propulsive force by the hydraulic jack 61A is applied to the contact member 72, the left and right propulsive force transmission rods 71A; 71B, the propulsive force transmission component 64, the cylindrical support 31, the circular hole 38, the protrusion 37, the support substrate 30, and the connection. While being transmitted to the rotary excavation body 46 through the support column 40, the propulsive force by the hydraulic jack 61A is applied to the abutting member 72, left and right propulsive force transmitting rods 71A; 71B, the propulsive force transmitting component 64, and the cylindrical support. 31, the pipe-side engaging portion 122; 122, the curved concave surface 111; 111, the water stop member pressing portion 173; 173, and transmitted to the top pipe 6, and the rotary excavating body 46 rotates to rotate the rotary excavating body 46. And the top pipe 6 becomes the pipe installation apparatus 1 which pushes the underground 10 together.
In other words, the tube-side engaging portion 122; 122, the curved concave surface 111; 111, and the water stop member pressing portion 173; 173 receive the tubular support 31 and restrict the forward movement of the tubular support 31. It functions as a stopper, in other words, a propulsion receiving part.
In this case, the right propulsive force transmitting rod-like body 71B connected to the upper and lower central positions on the rear surface of the rear right upper and lower extension post 64d and the left side connected to the upper and lower central positions on the rear surface of the rear left upper and lower extension post 64c. The propulsive force transmitted to the propulsive force transmitting component 64 via the propulsive force transmitting rod 71A is transmitted to the four corners of the rear end surface of the cylindrical support 31 (see FIGS. 4 and 5). Further, the propulsive force can be evenly transmitted to the cylindrical support 31, the posture of the cylindrical support 31 can be stably maintained, and the swinging operation can be stabilized.

水供給装置75は、水貯留タンク75aと、送水用のポンプ75bと、水供給管75cと、水供給管75cの前端開口部を保持する水供給管保持貫通孔15とを備える。
水供給管75cは、水供給管保持貫通孔15に保持される前側部分75xと当該前側部分75xの後端に連結されて先頭管6の後端開口より外部に延長する主部分75yとを備える。例えば、前側部分75xは鋼管により形成され、主部分75yは硬質ビニル製の蛇腹管により形成される。支持基板30の前面30fの前方の地山99に水を放出することが可能なように前側部分75xの前端開口側が支持基板30の水供給管保持貫通孔15に固定され、前側部分75xの後端開口側が支持基板30の後面30rより後方に突出するように設けられる。前側部分75xの後端開口と主部分75yの前端開口とが連通可能に連結され、主部分75yの後端開口と送水用のポンプ75bの吐出口とが連通可能に連結される。そして、送水用のポンプ75bの吸込口と水貯留タンク75aとが図外の連結管により連通可能に連結される。水供給装置75は、先頭管6の上部内側の左右側に2系統設けられる。尚、支持基板30が揺動した場合に水供給管75cが先頭管6の左右の内側面に接触しないように、前側部分75xは、前端開口が先頭管6の内側面側に位置されて後端開口が先頭管6の中央側に位置するように設けられる。換言すれば、前側部分75xは、管の中心線が先頭管6の左右の内面6c;6d側から先頭管6の中央側に傾斜して延長するように設けられる。
The water supply device 75 includes a water storage tank 75a, a pump 75b for water supply, a water supply pipe 75c, and a water supply pipe holding through hole 15 that holds a front end opening of the water supply pipe 75c.
The water supply pipe 75c includes a front part 75x that is held in the water supply pipe holding through-hole 15 and a main part 75y that is connected to the rear end of the front part 75x and extends outward from the rear end opening of the leading pipe 6. . For example, the front portion 75x is formed of a steel pipe, and the main portion 75y is formed of a hard vinyl bellows tube. The front end opening side of the front portion 75x is fixed to the water supply pipe holding through hole 15 of the support substrate 30 so that water can be discharged to the natural ground 99 in front of the front surface 30f of the support substrate 30, and the rear portion 75x The end opening side is provided so as to protrude rearward from the rear surface 30 r of the support substrate 30. The rear end opening of the front portion 75x and the front end opening of the main portion 75y are connected so as to communicate with each other, and the rear end opening of the main portion 75y and the discharge port of the water supply pump 75b are connected so as to communicate with each other. And the suction port of the pump 75b for water supply and the water storage tank 75a are connected so that communication is possible by the connecting pipe outside a figure. Two systems of water supply devices 75 are provided on the left and right sides inside the upper portion of the top pipe 6. The front portion 75x has a front end opening located on the inner surface side of the head tube 6 so that the water supply tube 75c does not contact the left and right inner surfaces of the head tube 6 when the support substrate 30 swings. The end opening is provided so as to be located on the center side of the leading pipe 6. In other words, the front portion 75x is provided such that the center line of the tube extends so as to incline from the left and right inner surfaces 6c; 6d side of the leading tube 6 toward the center of the leading tube 6.

排泥装置76は、排泥タンク76aと、排泥用のポンプ76bと、排泥管76cと、排泥管76cの前端開口部を保持する排泥管保持貫通孔14とを備える。
排泥管76cは、排泥管保持貫通孔14に保持される前側部分76xと当該前側部分76xの後端に連結されて先頭管6の後端開口より外部に延長する主部分76yとを備える。例えば、前側部分76xは鋼管により形成され、主部分76yは硬質ビニル製の蛇腹管により形成される。支持基板30の前面30fより前方に集まった掘削土を前端開口を介して取り込むことが可能なように前側部分76xの前端開口側が支持基板30の排泥管保持貫通孔14に固定され、前側部分76xの後端開口側が支持基板30の後面30rより後方に突出するように設けられる。前側部分76xの後端開口と主部分76yの前端開口とが連通可能に連結され、主部分76yの後端開口と排泥用のポンプ76bの吸込口とが連通可能に連結される。そして、排泥用のポンプ76bの吐出口と排泥タンク76aとが図外の連結管により連通可能に連結される。排泥装置76は、先頭管6の下部内側の左右側に2系統設けられる。尚、支持基板30が揺動した場合に排泥管76cが先頭管6の左右の内側面に接触しないように、前側部分76xは、前端開口が先頭管6の内側面側に位置されて後端開口が先頭管6の中央側に位置するように設けられる。換言すれば、前側部分76xは、管の中心線が先頭管6の左右の内面6c;6d側から先頭管6の中央側に傾斜して延長するように設けられる。
The mud drain device 76 includes a mud tank 76a, a pump 76b for mud, a mud pipe 76c, and a mud pipe holding through hole 14 that holds the front end opening of the mud pipe 76c.
The drainage pipe 76c includes a front part 76x held in the drainage pipe holding through hole 14 and a main part 76y connected to the rear end of the front part 76x and extending outward from the rear end opening of the leading pipe 6. . For example, the front portion 76x is formed of a steel pipe, and the main portion 76y is formed of a hard vinyl bellows tube. The front end opening side of the front side portion 76x is fixed to the drainage pipe holding through hole 14 of the support substrate 30 so that the excavated soil gathered ahead of the front surface 30f of the support substrate 30 can be taken in through the front end opening. The rear end opening side of 76x is provided so as to protrude rearward from the rear surface 30r of the support substrate 30. The rear end opening of the front portion 76x and the front end opening of the main portion 76y are connected so as to communicate with each other, and the rear end opening of the main portion 76y and the suction port of the mud pump 76b are connected so as to communicate with each other. And the discharge port of the pump 76b for mud and the mud tank 76a are connected so that communication is possible by a connecting pipe outside the figure. Two systems of the mud discharge device 76 are provided on the left and right sides inside the lower portion of the top pipe 6. It should be noted that the front portion 76x has a front end opening located on the inner surface side of the front tube 6 so that the sludge tube 76c does not contact the left and right inner surfaces of the front tube 6 when the support substrate 30 swings. The end opening is provided so as to be located on the center side of the leading pipe 6. In other words, the front portion 76x is provided such that the center line of the tube extends so as to incline from the left and right inner surfaces 6c; 6d of the leading tube 6 toward the center of the leading tube 6.

尚、水貯留タンク75a及び排泥タンク76aは、例えば水貯留タンク75aと排泥タンク76aとが一体となった集合タンク75Xにより構成される。即ち、集合タンク75Xの内部に仕切体75wを設けて集合タンク75Xの内部を2つの領域に区切り、一方の領域を水貯留タンク75aとして使用し、他方の領域を排泥タンク76aとして使用する。
つまり、最初に一定量の水を集合タンク75X内に満たしておき、送水用のポンプ75bを駆動して支持基板30の前方に水を圧送すると、支持基板30の前方に圧送された水と回転掘削体46;46により掘削された土砂とが混ざって泥水となる。そして、排泥用のポンプ76bを駆動することにより、支持基板30の前方の泥水が排泥タンク76aに排出される。排泥タンク76aに排出された泥水中の泥が排泥タンク76aの底に沈殿するとともに、仕切体75wを越えて水貯留タンク75aに入り込んだ泥水が再び送水用のポンプ75bによって支持基板30の前方に圧送される。即ち、泥水を循環させて支持基板30の前方に供給できるようになるので、水の使用量を減らすことができる。また、水よりも比重が大きい泥水を支持基板30の前方に供給できるので、地盤及び地下水の圧力に抵抗できて、地盤及び地下水の圧力と支持基板30の前方に供給した圧力とを均等にしやすくなり、地盤沈下等、地中10に与える影響を少なくすることができる。また、支持基板30の前方が泥水化するので、排泥をスムーズに行えるようになり、掘削しやすくなる。
尚、最初から泥水を集合タンク75X内に満たしておき、送水用のポンプ75bを駆動して支持基板30の前方と集合タンク75X内との間で泥水を循環させてもよい。
In addition, the water storage tank 75a and the waste mud tank 76a are comprised by the collection tank 75X which the water storage tank 75a and the waste mud tank 76a integrated, for example. That is, the partition 75w is provided inside the collective tank 75X to divide the collective tank 75X into two regions, one region is used as the water storage tank 75a, and the other region is used as the mud tank 76a.
That is, when a certain amount of water is first filled in the collecting tank 75X, and the water pump 75b is driven to pump water in front of the support substrate 30, it rotates with the water pumped forward of the support substrate 30. The earth and sand excavated by the excavated body 46; 46 are mixed to become muddy water. Then, the mud water in front of the support substrate 30 is discharged to the mud tank 76a by driving the mud pump 76b. The mud in the mud discharged to the mud tank 76a settles on the bottom of the mud tank 76a, and the mud that has entered the water storage tank 75a beyond the partition 75w is again supplied to the support substrate 30 by the pump 75b for water supply. Pumped forward. That is, since the muddy water can be circulated and supplied to the front of the support substrate 30, the amount of water used can be reduced. Further, since muddy water having a specific gravity greater than that of water can be supplied to the front of the support substrate 30, it can resist the pressure of the ground and groundwater, and it is easy to equalize the pressure of the ground and groundwater and the pressure supplied to the front of the support substrate 30. Therefore, the influence on the underground 10 such as ground subsidence can be reduced. Moreover, since the front of the support substrate 30 becomes muddy water, the mud can be drained smoothly and excavation is facilitated.
Alternatively, muddy water may be filled in the collecting tank 75X from the beginning, and the muddy water may be circulated between the front of the support substrate 30 and the collecting tank 75X by driving the water supply pump 75b.

次に管設置装置1による地中10への管2の設置方法を説明する。
掘削機械26と、推進力伝達構成部64と、揺動駆動手段と、当て材72を除いた推進装置70と、水供給管75cと、排泥管76cとが組立てられた組立体を、回転掘削体46側から先頭管6の後端開口を介して先頭管6内に入れていき、筒状支持体31を初期状態に設定する。そして、先頭管6の後端面102eより後方に突出する左右の推進力伝達棒状体71A;71Bの他端間に跨るように当て材72を設置して当て材72を左右の推進力伝達棒状体71A;71Bの他端に図外のボルトや万力装置などで連結する。そして、送水用のポンプ75bを駆動して支持基板30の前方に泥水を供給し、支持基板30の前方と集合タンク75X内との間で泥水を循環させるとともに、制御装置65による制御によって、油圧源55から油圧モータ47に圧油を供給して回転掘削体46を回転させながら、推進駆動源61を作動させて当て材72に推進力を加えることで、推進力が、推進力伝達棒状体71、推進力伝達構成部64、筒状支持体31、推進力受け部を介して先頭管6及び回転掘削体46;46に伝達され、先頭管6が前方に推進するとともに回転掘削体46;46が前方に推進する。
先頭管6の後端面102eを残して先頭管6が地中10に設置された後、先頭管6の後端面102eに図外の後続管を溶接、又は、ボルト等の固定具により接続し、さらに、先頭の推進力伝達棒状体71の他端と後続の推進力伝達棒状体71の一端とをボルト、又は、溶接により結合することにより、先頭の推進力伝達棒状体71の後ろに後続の推進力伝達棒状体71を継ぎ足すとともに、また、耐圧ホース56の他端に図外の延長耐圧ホースを継ぎ足し、水供給管75cの他端に図外の延長水供給管を継ぎ足し、排泥管76cの他端に図外の延長排泥管を継ぎ足していく。そして、当て材72を、後続管の後端縁より後方に突出する左右の推進力伝達棒状体71A;71Bの他端間に跨るように設置して、当て材72を油圧ジャッキ61Aのピストンロッド61aで押圧しながら、回転掘削体46;46を回転駆動させることにより、回転掘削体46が掘削を行いながら先頭管6が推進し、後続管が地中に設置される。
以後、同様に、前の後続管の後端縁に後の後続管を順次連結して地中10に設置していくことで、例えば、支保工を構築できる。
Next, the installation method of the pipe | tube 2 to the underground 10 by the pipe installation apparatus 1 is demonstrated.
Rotating the assembly in which the excavating machine 26, the propulsion force transmission component 64, the swing drive means, the propulsion device 70 excluding the abutting material 72, the water supply pipe 75c, and the sludge pipe 76c are assembled. From the excavation body 46 side, it enters into the top pipe 6 through the rear end opening of the top pipe 6, and the cylindrical support body 31 is set to an initial state. And the abutting material 72 is installed so as to straddle between the other ends of the left and right propulsive force transmission rod-like bodies 71A; 71A; It connects with the other end of 71B with a volt | bolt outside a figure, a vise, etc. Then, the water supply pump 75b is driven to supply muddy water to the front of the support substrate 30, and the muddy water is circulated between the front of the support substrate 30 and the inside of the collecting tank 75X. While supplying the pressure oil from the source 55 to the hydraulic motor 47 and rotating the rotary excavator 46, the propulsive force is applied to the abutting material 72 by operating the propulsion drive source 61, so that the propulsive force is transmitted to the propulsive force transmitting rod-shaped body. 71, the propulsive force transmitting component 64, the cylindrical support 31, and the propulsive force receiving portion are transmitted to the leading pipe 6 and the rotary excavator 46; 46, and the leading pipe 6 propels forward and the rotary excavator 46; 46 propels forward.
After the front pipe 6 is installed in the ground 10 leaving the rear end face 102e of the front pipe 6, a subsequent pipe (not shown) is connected to the rear end face 102e of the front pipe 6 by welding or a fastener such as a bolt, Furthermore, the other end of the leading thrust transmission rod 71 and one end of the trailing thrust transmission rod 71 are joined by bolts or welding, so that the trailing thrust transmission rod 71 is connected to the rear of the trailing thrust transmission rod 71. The propulsion force transmitting rod 71 is added, an extension pressure hose (not shown) is added to the other end of the pressure hose 56, and an extension water supply pipe (not shown) is added to the other end of the water supply pipe 75c. An extended drainage pipe (not shown) is added to the other end of 76c. Then, the abutting material 72 is installed so as to straddle between the other ends of the left and right propulsive force transmitting rod-like bodies 71A; 71B protruding rearward from the rear end edge of the succeeding pipe, and the abutting material 72 is disposed on the piston rod of the hydraulic jack 61A. By rotating the rotary excavator 46; 46 while pressing with 61a, the leading pipe 6 is propelled while the rotary excavator 46 excavates, and the subsequent pipe is installed in the ground.
Thereafter, similarly, for example, a supporting work can be constructed by sequentially connecting the subsequent succeeding pipe to the rear end edge of the previous succeeding pipe and installing it in the ground 10.

管設置作業が終了した後は、掘削始点となった発進基地100内に掘削機械26等を引き戻して回収する。実施形態1によれば、推進力伝達棒状体71を継ぎ足していくことから、掘削機械26等を回収する際には、最後尾の推進力伝達棒状体71側から推進力伝達棒状体71の1個長さ分ずつ発進基地100内に引き戻して、最後尾側から先頭まで順番に推進力伝達棒状体71を取り外していくことにより、掘削機械26等を容易に回収できるようになる。特に、先頭管6の下内面6bと向かい合う筒状支持体31の下外面を形成する湾曲凸面121に、当該先頭管6の下内面6bと筒状支持体31の湾曲凸面121との摩擦を低減させるための摩擦軽減装置としての突起として例えば車輪(例えば車輪の進行方向が自在となるように構成されたキャスター)190を備えているため、掘削機械26等の回収作業が容易となる。この場合、推進装置の一例である油圧ジャッキ61Aを掘削始点となる発進基地100内にのみ設置すればよいので、装置コストを低減できる。
尚、到達側の発進基地100内に掘削機械26等を押し出して回収するようしてもよい。例えば、先頭管6を到達側の発進基地100に押し出して推進力受け部を除去してから、到達側の発進基地100内に掘削機械26等を押し出して回収する。この場合、掘削機械26等を掘削始点となった発進基地100内に引き戻す作業よりも掘削機械26等を到達側の発進基地100内に押し出す作業の方が容易となるので、掘削機械26等の回収作業が容易となる。
After the pipe installation work is completed, the excavating machine 26 and the like are pulled back into the start base 100 that is the starting point of excavation and collected. According to the first embodiment, since the propulsive force transmission rod-shaped body 71 is added, when the excavating machine 26 and the like are collected, the propulsive force transmission rod-shaped body 71 1 is selected from the rearmost propulsive force transmission rod-shaped body 71 side. The excavating machine 26 and the like can be easily recovered by pulling back into the starting base 100 by the length and removing the propulsive force transmission rod 71 in order from the rearmost side to the front. In particular, the curved convex surface 121 that forms the lower outer surface of the cylindrical support 31 facing the lower inner surface 6b of the leading pipe 6 reduces the friction between the lower inner surface 6b of the leading pipe 6 and the curved convex surface 121 of the cylindrical support 31. For example, since a wheel (for example, a caster configured so that the traveling direction of the wheel can be freely set) 190 is provided as a projection as a friction reducing device, the recovery operation of the excavating machine 26 and the like is facilitated. In this case, the hydraulic jack 61A, which is an example of a propulsion device, need only be installed in the start base 100 that is the starting point for excavation, so that the device cost can be reduced.
It should be noted that the excavating machine 26 and the like may be pushed into the starting base 100 on the arrival side and recovered. For example, the head pipe 6 is pushed out to the starting base 100 on the arrival side to remove the propulsion force receiving portion, and then the excavating machine 26 is pushed into the starting base 100 on the reaching side and collected. In this case, the work of pushing the excavating machine 26 and the like into the starting base 100 on the arrival side is easier than the work of pulling the excavating machine 26 and the like back into the starting base 100 that is the starting point of excavation. Collection work becomes easy.

実施形態1の管設置装置1によれば、先頭管6の一端開口6t側において互いに平行に向かい合う一方の一対の内面である上内面6a及び下内面6bより先頭管6の一端開口6t及び先頭管6の中心線6xに近付くように設けられた一対の湾曲凹面111;111と、回転掘削体46を回転可能に支持する支持体120と、先頭管6管の上内面6a及び下内面6bと対向するように支持体120に形成されて湾曲凹面111;111に案内される湾曲凸面121;121とを備え、支持体120に形成された湾曲凸面121;121を湾曲凹面111;111に沿った方向に揺動させることによって、回転掘削体46が先頭管6管の上内面6a及び下内面6bと直交する方向に揺動可能となるように構成されたので、支持体120に形成された湾曲凸面121;121間の寸法を先頭管6の上内面6aと下内面6bと間の管内上下寸法に近い大きな寸法にできるため、小さな力で支持体120の上端部及び下端部を湾曲凹面111;111に沿って前後方向に揺動させることができて、回転掘削体46を先頭管6の互いに平行に向かい合う他方の一対の内面である左内面6c及び右内面6dと直交する上下方向に揺動させることができる。   According to the pipe installation device 1 of the first embodiment, the one end opening 6t and the leading pipe of the leading pipe 6 are formed from the upper inner face 6a and the lower inner face 6b, which are one pair of inner faces facing each other on the one end opening 6t side of the leading pipe 6. A pair of curved concave surfaces 111; 111 provided so as to approach the center line 6x of 6; a support 120 that rotatably supports the rotary excavator 46; and the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6 pipe. The curved convex surface 121; 121 formed on the support body 120 and guided by the curved concave surface 111; 111, and the curved convex surface 121; 121 formed on the support body 120 in the direction along the curved concave surface 111; 111. Since the rotary excavator 46 is configured to be swingable in a direction perpendicular to the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6, the rotary excavator 46 is formed on the support 120. Since the dimension between the curved convex surfaces 121; 121 can be made a large dimension close to the vertical dimension in the pipe between the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6, the upper and lower ends of the support 120 are curved concave surfaces 111 with a small force. The rotary excavator 46 can be swung in the vertical direction perpendicular to the left inner surface 6c and the right inner surface 6d, which is the other pair of inner surfaces of the top pipe 6 facing each other in parallel. Can be moved.

実施形態1の管設置装置1によれば、先頭管6の左内面6c及び右内面6dに設けられた管側係合部122;122と、先頭管6の左内面6c及び右内面6dに対向する支持体120の互いに向かい合う他方の一対の外面である左外面及び右外面に設けられた支持体側係合部123;123と、管側係合部122と支持体側係合部123とが互いに係合して先頭管6の左内面6c及び右内面6dと直交する支持体120の回転中心120Cを形成する支持体回転支持部124;124と、を備え、支持体120の互いに向かい合う一方の一対の外面である湾曲凸面121;121を前後に揺動させるように当該支持体120を回転させることによって、回転掘削体46が先頭管6の上内面6a及び下内面6bと直交する方向に揺動可能となるように構成されたので、支持体回転支持部124;124を備えたことにより、支持体120の湾曲凸面121;121上の筒状止水部材171と湾曲凹面111;111との面圧を均等にすることが可能となり、重力負荷によって支持体120の下部に位置する筒状止水部材171の下面と湾曲凹面111との面圧が過大になってしまうことを抑制できるため、支持体120を小さな力で所望の方向である前後方向に正確に揺動させることができるようになり、回転掘削体46を所望の方向である上下方向に小さな力で正確に揺動させることができるようになる。
また、摩擦抵抗の増大によって筒状止水部材171が早期に劣化してしまうようなことを抑制できるようになる。
According to the pipe installation device 1 of the first embodiment, the pipe side engaging portions 122; 122 provided on the left inner surface 6c and the right inner surface 6d of the leading pipe 6 are opposed to the left inner surface 6c and the right inner surface 6d of the leading pipe 6. The support body side engaging portions 123; 123 provided on the left outer surface and the right outer surface, which are the other pair of outer surfaces of the supporting body 120 that face each other, the tube side engaging portion 122 and the support body side engaging portion 123 are engaged with each other. And a support rotation support portion 124; 124 that forms a rotation center 120C of the support 120 that is orthogonal to the left inner surface 6c and the right inner surface 6d of the leading pipe 6, and a pair of support members 120 facing each other. The rotating excavator 46 can swing in a direction perpendicular to the upper inner surface 6a and the lower inner surface 6b of the top pipe 6 by rotating the support body 120 so that the curved convex surface 121; Become Since the support rotating support portion 124; 124 is provided, the surface pressure between the cylindrical water-stop member 171 and the curved concave surface 111; 111 on the curved convex surface 121; It is possible to suppress the surface pressure between the lower surface of the tubular water blocking member 171 located at the lower part of the support body 120 and the curved concave surface 111 due to the gravity load. It becomes possible to swing accurately in the front-rear direction, which is a desired direction, by force, and it is possible to swing the rotary excavator 46 accurately in a vertical direction, which is a desired direction, with a small force.
Moreover, it can suppress that the cylindrical water stop member 171 deteriorates early by the increase in frictional resistance.

実施形態1の管設置装置1によれば、支持装置が、支持体120の回転中心120Cを形成する支持体回転支持部124;124を備えているとともに、湾曲凹面111;111と当該湾曲凹面111;111に案内される湾曲凸面121;121とを備えているため、支持体120をより小さな力で所望の方向である前後方向により正確に揺動させることができるようになり、回転掘削体46をより小さな力で所望の方向である上下方向により正確に揺動させることができる管設置装置1を提供できる。   According to the pipe installation device 1 of the first embodiment, the support device includes the support rotation support portion 124; 124 that forms the rotation center 120C of the support 120, the curved concave surface 111; 111, and the curved concave surface 111. And the curved convex surface 121 guided by 111, the support body 120 can be more accurately swung in the front-rear direction, which is a desired direction, with a smaller force. It is possible to provide the tube installation device 1 that can be accurately swung in the vertical direction, which is the desired direction, with a smaller force.

実施形態1の管設置装置1によれば、回転掘削体46を上下方向に揺動させるための力を支持体120に伝達する駆動手段の駆動源として、支持体120に連結されて先頭管6の上内面6aを押圧した際の反力を力として支持体120に伝達する上ジャッキ80A1;80B1と、支持体120に連結されて先頭管6の下内面6bを押圧した際の反力を力として支持体120に伝達する下ジャッキ80A2;80B2とを備え、上ジャッキ80A1;80B1及び下ジャッキ80A2;80B2の中心線が、先頭管6の上内面6a及び下内面6bと直交するとともに、湾曲凸面121;121を形成する円弧面121Xの接線121Yと一致するように設けられたので、回転中心120Cを回転中心として支持体120を回転させる力を支持体120に付与できるようになり、回転中心120Cを回転中心として支持体120が回転して回転掘削体46を上下方向に揺動させることができるようになる。
尚、上ジャッキ80A1;80B1及び下ジャッキ80A2;80B2は、中心線が、湾曲凸面121;121を形成する円弧面121Xの接線121Yと一致するように設けられていなくてもよい。
即ち、上ジャッキ80A1;80B1及び下ジャッキ80A2;80B2の中心線が、湾曲凸面121;121を形成する円弧面121Xの接線121Yの位置よりも回転中心120Cに近い位置に設定されていてもよい。この場合、中心線が接線121Yと一致するように設けられて使用されるジャッキと比べて、短いジャッキストローク量で支持体120を同じ回転量だけ回転させることができるため、ジャッキストローク量の小さいジャッキを用いることができる。
また、上ジャッキ80A1;80B1及び下ジャッキ80A2;80B2の中心線が、回転中心120Cから接線121Yの位置よりも遠い位置に設定されていてもよい。この場合、中心線が接線121Yと一致するように設けられて使用されるジャッキと比べて、長いジャッキストローク量で支持体120を同じ回転量だけ回転させることができる。例えば、中心線が接線121Yと一致するように設けられたジャッキを使用した場合において、支持体120を所望の回転量だけ回転させるために必要なジャッキストローク量が小さすぎる際には、ジャッキのピストンを伸縮させる制御が困難となる。このような場合、支持体120を所望の回転量だけ回転させるために必要なジャッキストローク量を大きくできて、ジャッキの伸縮制御を容易に行うことができるように、回転中心120Cから接線121Yの位置よりも遠い位置にジャッキの中心線が位置するようにジャッキを取り付けて使用してもよい。
According to the pipe installation device 1 of the first embodiment, the leading pipe 6 is connected to the support body 120 as a drive source of the drive means for transmitting the force for swinging the rotary excavation body 46 in the vertical direction to the support body 120. The upper jacks 80A1 and 80B1 that transmit the reaction force when the upper inner surface 6a is pressed to the support 120 as a force and the reaction force when the lower inner surface 6b connected to the support 120 is pressed are force The lower jacks 80A2 and 80B2 are transmitted to the support 120 as the center lines of the upper jacks 80A1 and 80B1 and the lower jacks 80A2 and 80B2 are orthogonal to the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6 and are curved convex surfaces. 121; 121 is provided so as to coincide with the tangent line 121Y of the circular arc surface 121X forming 121, and supports the force to rotate the support 120 around the rotation center 120C. Will be able to impart to the 120, the support 120 will be able to swing the rotary drilling body 46 in the vertical direction and rotated about the rotation center 120C.
The upper jacks 80A1; 80B1 and the lower jacks 80A2; 80B2 may not be provided so that the center line coincides with the tangent line 121Y of the circular arc surface 121X forming the curved convex surface 121; 121.
That is, the center lines of the upper jacks 80A1; 80B1 and the lower jacks 80A2; 80B2 may be set closer to the rotation center 120C than the position of the tangent 121Y of the circular arc surface 121X that forms the curved convex surface 121; 121. In this case, the support 120 can be rotated by the same rotation amount with a short jack stroke amount, compared to a jack that is provided so that the center line coincides with the tangent line 121Y. Can be used.
Further, the center lines of the upper jacks 80A1; 80B1 and the lower jacks 80A2; 80B2 may be set at positions farther from the rotation center 120C than the position of the tangent 121Y. In this case, the support body 120 can be rotated by the same rotation amount with a long jack stroke amount as compared with a jack that is provided so that the center line coincides with the tangent line 121Y. For example, when a jack provided so that the center line coincides with the tangent line 121Y is used, if the jack stroke amount required to rotate the support 120 by a desired amount of rotation is too small, the jack piston It becomes difficult to control the expansion and contraction. In such a case, the position of the tangent 121Y from the rotation center 120C can be increased so that the jack stroke amount required to rotate the support 120 by a desired rotation amount can be increased and the expansion and contraction control of the jack can be easily performed. You may attach and use a jack so that the center line of a jack may be located in a position farther away.

実施形態1の管設置装置1によれば、支持体120は、筒の中心線が先頭管6の中心線6xに沿って延長する状態となるよう先頭管6内の前側に設置されて先頭管6の上内面6a及び下内面6bと対向する外面が湾曲凸面121;121に形成された筒状支持体31と、回転掘削体46を支持するとともに筒状支持体31の内側に揺動可能に支持された平板状の支持基板30とを備え、回転掘削体46は、支持基板30の前面30fより前方に突出するように設けられた連結支柱部40を介して支持基板30に連結されており、支持基板30は、先頭管6の左内面6c及び右内面6dと向かい合う一対の外面30a;30bが筒状支持体31の前後方向に揺動可能なように筒状支持体31の円孔38内に突起37を介して取付けられて、回転掘削体46が先頭管6の左内面6c及び右内面6dと直交する左右方向に揺動可能なように構成されている。
即ち、回転掘削体46を上下方向に揺動させるための筒状支持体31と回転掘削体46を左右方向に揺動させるための支持基板30とを別々に備えているので、特許文献1のように1つの球形基板で回転掘削体の上下方向の揺動及び左右方向の揺動を1つの球形基板で行なわせる構成と比べて各揺動動作を正確かつ容易に行うことができる管設置装置1を提供できる。
According to the pipe installation device 1 of the first embodiment, the support body 120 is installed on the front side in the top pipe 6 so that the center line of the cylinder extends along the center line 6x of the top pipe 6. The outer surface opposite to the upper inner surface 6a and the lower inner surface 6b of the tube 6 supports the cylindrical support 31 formed on the curved convex surface 121; 121 and the rotary excavation body 46, and can swing inside the cylindrical support 31. The rotary excavator 46 is connected to the support substrate 30 via a connecting support column 40 provided so as to protrude forward from the front surface 30f of the support substrate 30. The support substrate 30 has a circular hole 38 in the cylindrical support 31 so that a pair of outer surfaces 30a; 30b facing the left inner surface 6c and the right inner surface 6d of the leading pipe 6 can swing in the front-rear direction of the cylindrical support 31. Installed in the projection 37 inside and rotated Kezukarada 46 is configured to be swung in the lateral direction perpendicular to the left inner surface 6c and the right inner surface 6d of the head pipe 6.
That is, the cylindrical support 31 for swinging the rotary excavator 46 in the vertical direction and the support substrate 30 for swinging the rotary excavator 46 in the left-right direction are separately provided. As described above, the tube installation apparatus can perform each swinging operation accurately and easily compared to the configuration in which the swing excavator is swung in the vertical direction and the swinging in the left-right direction with one spherical substrate. 1 can be provided.

実施形態1の管設置装置1によれば、筒の一端開口縁162が筒状支持体31の前側開口縁163に固定されるとともに、筒の他端開口縁164が支持基板30の前面30fの外周縁165側に固定された蛇腹筒状止水部材161を備え、筒状支持体31の内周面と支持基板30の外周面との間を介した筒状支持体31の後方への水の移動を阻止するように構成されたので、支持基板30の外周面と筒状支持体31の内周面との間に止水部材を設けて水密状態を維持する構成のように支持基板30が揺動する毎に止水部材と支持基板30の外周面や筒状支持体31の内周面との摩擦を生じさせる構成を採用していないため、支持基板30の左右側を前後方向に揺動させる際の負荷を小さくできる。
即ち、支持基板30の外周面と筒状支持体31の内周面との間の止水性能を維持できるとともに支持基板30の左右側を前後方向に揺動させる際の負荷を小さくすることが可能な管設置装置1を提供できる。
According to the tube installation device 1 of the first embodiment, the one end opening edge 162 of the cylinder is fixed to the front opening edge 163 of the cylindrical support 31, and the other end opening edge 164 of the cylinder is formed on the front surface 30f of the support substrate 30. Water provided to the rear of the cylindrical support 31 is provided between the inner peripheral surface of the cylindrical support 31 and the outer peripheral surface of the support substrate 30 provided with a bellows cylindrical water-stopping member 161 fixed to the outer peripheral edge 165 side. Therefore, the support substrate 30 is configured to maintain a watertight state by providing a water stop member between the outer peripheral surface of the support substrate 30 and the inner peripheral surface of the cylindrical support 31. Since the structure that causes friction between the water stop member and the outer peripheral surface of the support substrate 30 or the inner peripheral surface of the cylindrical support 31 is not adopted every time the oscillates, the left and right sides of the support substrate 30 are moved in the front-rear direction. The load when swinging can be reduced.
That is, the water stopping performance between the outer peripheral surface of the support substrate 30 and the inner peripheral surface of the cylindrical support 31 can be maintained, and the load when the left and right sides of the support substrate 30 are swung back and forth can be reduced. A possible pipe installation device 1 can be provided.

実施形態1の管設置装置1によれば、止水装置は、先頭管6の内周面と対向する筒状支持体31の湾曲凸面121;121を含む前側の外周面に当該外周面の前端から当該外周面の後端に向けて延長するように被せられて設けられた筒状止水部材171と、先頭管6の左内面6c及び右内面6dより突出するように設けられた止水部材押し当て部173;173とを備え、筒状支持体31の湾曲凸面121;121上に位置される筒状止水部材171の外周面172と湾曲凹面111;111とを面接触させ、かつ、筒状止水部材171の前部175;176と止水部材押し当て部173;173とを突き合わせた状態から支持体120の湾曲凸面121;121を湾曲凹面111;111に沿った方向に揺動させた場合に、筒状止水部材171の外周面172と湾曲凹面111;111との圧密な面接触により湾曲凸面121;121と湾曲凹面111;111との間の水密を維持する止水部が形成されるとともに、筒状止水部材171の前部175;176と止水部材押し当て部173;173とが突き合わされて圧密状態となるため、先頭管6の左内面6c及び右内面6dと当該内面と対向する支持体120の左外面126及び右外面127との間の水密を維持する止水部が形成されるように構成される。
即ち、筒状止水部材171が、筒状支持体31の湾曲凸面121;121を含む前側の外周面に当該外周面の前端から当該外周面の後端に向けて延長するように被せられて設けられているので、従来のように、複数本の環状止水部材を装着するための複数の環状装着溝を支持体の外周面に形成する必要がなく、筒状支持体31の製作コストを安価にできるとともに、筒状止水部材171の外周面172と湾曲凹面111;111との圧密な面接触状態、及び、筒状止水部材171の前部175;176と止水部材押し当て部173;173との突き合せによる圧密状態が形成されることによって、筒状支持体31の外周面と先頭の内周面との間の水密性能も十分に維持できる管設置装置1を提供できる。
According to the pipe installation device 1 of the first embodiment, the water stop device includes a front end of the outer peripheral surface on the front outer peripheral surface including the curved convex surface 121; 121 of the cylindrical support 31 facing the inner peripheral surface of the leading pipe 6. A cylindrical water-stopping member 171 provided so as to extend from the outer peripheral surface toward the rear end of the outer peripheral surface, and a water-stopping member provided so as to protrude from the left inner surface 6c and the right inner surface 6d of the top pipe 6 A pressing portion 173; 173, the outer circumferential surface 172 of the cylindrical water-stopping member 171 positioned on the curved convex surface 121; 121 of the cylindrical support 31 and the curved concave surface 111; 111 are in surface contact; and The curved convex surface 121; 121 of the support 120 is swung in the direction along the curved concave surface 111; 111 from the state in which the front portions 175; 176 of the cylindrical water-stopping member 171 and the water-stopping member pressing portion 173; When it is made to be, the cylindrical water stop member 1 1 is formed by a compact surface contact between the outer peripheral surface 172 and the curved concave surface 111; 111, and a water stop portion is formed to maintain water tightness between the curved convex surface 121; 121 and the curved concave surface 111; 111. Since the front portions 175; 176 of the member 171 and the water stop member pressing portions 173; 173 are brought into contact with each other to be in a compacted state, the left inner surface 6c and the right inner surface 6d of the leading pipe 6 and the support 120 facing the inner surface A water stop portion that maintains water tightness between the left outer surface 126 and the right outer surface 127 is formed.
That is, the tubular water blocking member 171 is placed on the front outer peripheral surface including the curved convex surface 121; 121 of the cylindrical support 31 so as to extend from the front end of the outer peripheral surface toward the rear end of the outer peripheral surface. Since it is provided, it is not necessary to form a plurality of annular mounting grooves for mounting a plurality of annular water blocking members on the outer peripheral surface of the support as in the prior art, and the manufacturing cost of the cylindrical support 31 is reduced. It is possible to reduce the cost, and the surface contact state between the outer peripheral surface 172 of the cylindrical water-stopping member 171 and the curved concave surface 111; 111, and the front portion 175; 176 of the cylindrical water-stopping member 171 and the water-stopping member pressing portion. 173; By forming a compacted state by abutting with 173, it is possible to provide the pipe installation device 1 that can sufficiently maintain the watertight performance between the outer peripheral surface of the cylindrical support 31 and the front inner peripheral surface.

実施形態1の管設置装置1によれば、先頭管6の設置時に下となる下内面6bと向かい合う支持体120の下面に、先頭管6の下内面6bと支持体の下面との摩擦を低減させるための突起としての車輪190を備えたので、管設置作業終了後の支持体120及び回転掘削体46の回収作業を容易にできる管設置装置1を提供できる。   According to the pipe installation device 1 of the first embodiment, the friction between the lower inner surface 6b of the front pipe 6 and the lower surface of the support body is reduced on the lower surface of the support body 120 that faces the lower inner surface 6b that is lower when the front pipe 6 is installed. Since the wheel 190 is provided as a projection for causing the pipe installation device 1 to be provided, the pipe installation device 1 capable of easily collecting the support 120 and the rotary excavation body 46 after completion of the pipe installation operation can be provided.

実施形態2
実施形態1では、筒状止水部材171の前部175;176と止水部材押し当て部173;173との突き合わせにより先頭管6の左内面6c及び右内面6dと当該内面と対向する支持体120の左外面126及び右外面127との間の水密を維持する止水部を形成するようにしたが、止水部材押し当て部173;173を設けずに、筒状支持体31の湾曲凸面121;121を含む前側の外周面に固定された筒状止水部材171の外周面172と先頭管6の左内面6c及び右内面6dとの面接触により、先頭管6の左内面6c及び右内面6dと当該内面と対向する支持体120の左外面126及び右外面127との間の水密を維持する止水部を形成するようにしてもよい。
当該構成であっても、複数本の環状止水部材を装着するための複数の環状装着溝を筒状支持体31の外周面に形成せずとも良く、筒状支持筒体の製作コストを安くできてかつ掘削側からの高い水圧に対する筒状支持体の外周面と管の内周面との間の水密性能も十分に維持できるように構成された管設置装置を提供できる。
Embodiment 2
In the first embodiment, the left inner surface 6c and the right inner surface 6d of the leading pipe 6 are opposed to the inner surface by abutment between the front portions 175; 176 of the cylindrical water stopping member 171 and the water stopping member pressing portions 173; 173. 120 is formed as a water stop portion that maintains water tightness between the left outer surface 126 and the right outer surface 127, but without providing the water stop member pressing portion 173; 173, the curved convex surface of the cylindrical support 31 121; 121 and 121. The left inner surface 6c and the right of the leading pipe 6 are brought into contact with the outer circumferential surface 172 of the cylindrical water-stopping member 171 fixed to the front outer circumferential surface including 121; 121 by the left inner surface 6c and the right inner surface 6d of the leading pipe 6. You may make it form the water stop part which maintains the watertightness between the inner surface 6d and the left outer surface 126 and the right outer surface 127 of the support body 120 facing the inner surface.
Even in this configuration, it is not necessary to form a plurality of annular mounting grooves for mounting a plurality of annular water blocking members on the outer peripheral surface of the cylindrical support 31, and the manufacturing cost of the cylindrical support cylinder can be reduced. In addition, it is possible to provide a pipe installation device configured to sufficiently maintain the watertight performance between the outer peripheral surface of the cylindrical support and the inner peripheral surface of the pipe against high water pressure from the excavation side.

実施形態3
実施形態1では、先頭管6の一端開口6t側である前側の内面において互いに平行に向かい合う上内面6a及び下内面6bに湾曲凹面111;111を備えて回転掘削体46を上下方向に揺動させることができ、かつ、回転掘削体46を左右方向に揺動させることができるように構成された管設置装置1を例示したが、先頭管6の一端開口6t側である前側の内面において互いに平行に向かい合う左内面6c及び右内面6dに湾曲凹面111;111を備えて回転掘削体46を左右方向に揺動させることができ、かつ、回転掘削体46を上下方向に揺動させることができるように構成された管設置装置としてもよい。
Embodiment 3
In the first embodiment, the upper inner surface 6a and the lower inner surface 6b facing each other parallel to each other on the inner surface on the front side that is the one end opening 6t side of the leading pipe 6 are provided with curved concave surfaces 111; Although the pipe installation device 1 configured to be able to swing the rotary excavator 46 in the left-right direction is illustrated, the front inner surface on the front end 6t side of the top pipe 6 is parallel to each other. The left inner surface 6c and the right inner surface 6d facing each other are provided with curved concave surfaces 111; 111 so that the rotary excavator 46 can be swung left and right, and the rotary excavator 46 can be swung vertically. It is good also as a pipe | tube installation apparatus comprised by these.

実施形態4
摩擦低減装置は、単なる突起により構成してもよい。
例えば、先頭管6の下内面6bと向かい合う筒状支持体31の下外面を形成する湾曲凸面121に、先頭管6の下内面6bに点状に接触する1又は複数個の突起、又は、先頭管6の中心線6xに沿って延長する棒線状の1又は複数個の突起を設けた構成としてもよい。このような棒線状の突起を設けた構成とした場合、先頭管6の下内面6b上で筒状支持体31を先頭管6の中心線6xに沿って移動させる場合に、筒状支持体31が前後方向に傾きにくくなり、筒状支持体31の移動を容易に行えるようになる。
Embodiment 4
The friction reducing device may be constituted by a simple protrusion.
For example, the curved convex surface 121 that forms the lower outer surface of the cylindrical support 31 that faces the lower inner surface 6b of the top tube 6, one or a plurality of protrusions that contact the lower inner surface 6b of the top tube 6 in a dotted manner, or the head A configuration in which one or a plurality of rod-like protrusions extending along the center line 6x of the tube 6 may be provided. When such a rod-like projection is provided, the cylindrical support 31 is moved when the cylindrical support 31 is moved along the center line 6x of the leading pipe 6 on the lower inner surface 6b of the leading pipe 6. 31 becomes difficult to incline in the front-rear direction, and the cylindrical support 31 can be easily moved.

実施形態5
先頭管6の下内面6bと向かい合う筒状支持体31の下外面を形成する湾曲凸面121に、摩擦低減装置として、球体が自由自在に回転するように構成されたボールキャスター等と呼称される球体車輪を1又は複数個設けた構成としてもよい。
Embodiment 5
A spherical body called a ball caster or the like configured so that the spherical body freely rotates as a friction reducing device on the curved convex surface 121 that forms the lower outer surface of the cylindrical support 31 facing the lower inner surface 6b of the leading pipe 6. It is good also as a structure which provided the wheel or one or more.

実施形態6
湾曲凹面111と湾曲凸面121の湾曲面は完全な円弧面でなくとも良く、例えば、楕円弧面であってもよい。尚、湾曲凹面111と湾曲凸面121とが楕円弧面によって形成される場合、当該湾曲凹面111は、先頭管6の左内面6cと右内面6d(互いに平行に向かい合う他方の一対の内面)と直交する中心線を持つ仮想の楕円柱における中心線回りの所定角度範囲の外周面を形成する部材により形成され、当該湾曲凸面121は、先頭管6の左内面6cと右内面6dと直交する中心線を持つ仮想の楕円柱における中心線回りの所定角度範囲の外周面により形成されることになる。
Embodiment 6
The curved surfaces of the curved concave surface 111 and the curved convex surface 121 do not have to be complete circular arc surfaces, and may be elliptical arc surfaces, for example. When the curved concave surface 111 and the curved convex surface 121 are formed by elliptical arc surfaces, the curved concave surface 111 is orthogonal to the left inner surface 6c and the right inner surface 6d (the other pair of inner surfaces facing each other in parallel) of the top tube 6. The curved convex surface 121 is formed by a member that forms an outer peripheral surface of a predetermined angular range around the center line in a virtual elliptic cylinder having a center line, and the curved convex surface 121 has a center line orthogonal to the left inner surface 6c and the right inner surface 6d of the top tube 6. It is formed by the outer peripheral surface of a predetermined angle range around the center line in the virtual elliptical cylinder.

実施形態7
一対の湾曲凹面111;111と、湾曲凹面111;111に案内される湾曲凸面121;121とを備えず、支持体回転支持部124;124を備えて支持体120の上端部及び下端部を前後方向に揺動させることで回転掘削体46が上下方向に揺動可能な構成としてもよい。
当該構成とすれば、支持体120が支持体回転支持部124;124を介して回転可能に構成されていることで、支持体120の外周面に固定された筒状止水部材171と先頭管6の上内面6a及び下内面6bとの接触圧力を均等にすることが可能となり、重力負荷によって支持体120の下に位置される筒状止水部材171と先頭管6の下内面6bとの接触圧力が過大になってしまって、支持体120を揺動させる際の負荷が大きくなって支持体120を揺動させるために大きな力が必要になってしまうことを抑制できるため、支持体120を小さな力で所望の方向である前後方向に正確に揺動させることができるようになり、回転掘削体46を所望の方向である上下方向に小さな力で正確に揺動させることができるようになる。
また、摩擦抵抗の増大によって筒状止水部材171が早期に劣化してしまうようなことを抑制できるようになる。
さらに、回転掘削体46を左右に揺動させる機構を備えない構成とした場合、例えば、先頭管6の内周面に対応した外周面を備えた支持体としての四角形平板状の隔壁基板と、隔壁基板の前方への移動を規制するとともに隔壁基板から先頭管に伝達される推進力を受けるストッパー兼推進力受け部とを備え、当該隔壁基板に連結支柱部40を介して回転掘削体46を固定して、かつ、当該隔壁基板の外周面に当該外周面を取り囲む筒状止水部材あるいは環状止水部材等の止水部材を固定した構成とすればよい。この場合、隔壁基板の揺動時に隔壁基板の上下の止水部材が先頭管6の上内面6a及び下内面6bに押し付けられて止水部が構成されるとともに、隔壁基板の左右の止水部材と先頭管6の左内面6c及び右内面6dとの面接触により止水部が構成される。
当該構成とすれば、隔壁基板が支持体回転支持部124;124を介して回転可能に構成されていることで、隔壁基板の上下の止水部材と先頭管6の上内面6a及び下内面6b
との接触圧力を均等にすることが可能となり、重力負荷によって隔壁基板の下の止水部材と先頭管6の下内面6bとの接触圧力が過大になってしまって、隔壁基板を揺動させる際の負荷が大きくなって大きな力が必要になってしまうことを抑制できるため、隔壁基板を小さな力で所望の方向である前後方向に正確に揺動させることができるようになり、回転掘削体46を所望の方向である上下方向に小さな力で正確に揺動させることができるようになる。
また、摩擦抵抗の増大によって止水部材が早期に劣化してしまうことを抑制できるようになる。
Embodiment 7
A pair of curved concave surfaces 111; 111 and a curved convex surface 121; 121 guided by the curved concave surfaces 111; 111 are not provided, but a support rotation support portion 124; 124 is provided and the upper end portion and the lower end portion of the support body 120 are moved back and forth. The rotary excavator 46 may be configured to be swingable in the vertical direction by swinging in the direction.
With this configuration, the support 120 is configured to be rotatable via the support rotation support portion 124; 124, so that the tubular water-stop member 171 fixed to the outer peripheral surface of the support 120 and the top pipe It is possible to equalize the contact pressure between the upper inner surface 6a and the lower inner surface 6b of the cylinder 6, and the cylindrical water stop member 171 positioned under the support 120 by the gravity load and the lower inner surface 6b of the leading pipe 6 Since it is possible to suppress the contact pressure from becoming excessive and a large load is required to swing the support 120 due to an increased load when the support 120 is swung, the support 120 can be suppressed. Can be accurately swung in the front-rear direction, which is the desired direction, with a small force, and the rotary excavator 46 can be swung accurately in the up-down direction, which is the desired direction, with a small force. Become.
Moreover, it can suppress that the cylindrical water stop member 171 deteriorates early by the increase in frictional resistance.
Furthermore, when it is configured not to include a mechanism for swinging the rotary excavator 46 to the left and right, for example, a rectangular flat plate-shaped partition board as a support having an outer peripheral surface corresponding to the inner peripheral surface of the leading pipe 6; The partition board is provided with a stopper / propulsion receiving part for restricting the forward movement of the partition board and receiving a propulsive force transmitted from the partition board to the leading pipe. What is necessary is just to set it as the structure which fixed the water stop members, such as the cylindrical water stop member which surrounds the said outer peripheral surface, or an annular water stop member, to the outer peripheral surface of the said partition board | substrate. In this case, when the partition wall substrate swings, the upper and lower water stop members of the partition wall substrate are pressed against the upper inner surface 6a and the lower inner surface 6b of the top tube 6 to form a water stop portion, and the left and right water stop members of the partition wall substrate A water stop portion is configured by surface contact between the left inner surface 6c and the right inner surface 6d of the leading pipe 6.
According to this configuration, the partition wall substrate is configured to be rotatable via the support rotation support portion 124; 124, so that the water blocking members above and below the partition wall substrate and the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6 are provided.
The contact pressure between the water stop member under the partition wall substrate and the lower inner surface 6b of the top tube 6 becomes excessive due to the gravity load, and the partition wall substrate is swung. It is possible to prevent the bulk load from becoming large and requiring a large force, so that the partition board can be accurately swung in the front-rear direction, which is a desired direction, with a small force, and the rotary excavator 46 can be accurately swung with a small force in the desired vertical direction.
Moreover, it becomes possible to suppress the water-stopping member from being deteriorated early due to an increase in frictional resistance.

実施形態8
一対の湾曲凹面111;111と、湾曲凹面111;111に案内される湾曲凸面121;121とを備え、支持体回転支持部124;124を備えない構成としてもよい。この場合でも、一対の湾曲凹面111;111が先頭管6の上内面6a及び下内面6bに滑らかに連続しているために、支持体120の湾曲凸面121;121の曲率半径を大きくできることから、小さな力で支持体120の上端部及び下端部を湾曲凹面111;111に沿って前後方向に揺動させることができて、回転掘削体46を先頭管6の互いに平行に向かい合う他方の一対の内面である左内面6c及び右内面6dと直交する上下方向に揺動させることができる。
さらに、回転掘削体46を左右に揺動させる機構を備えない構成とした場合でも、例えば、先頭管6の内周面に対応した外周面を備えた支持体としての四角形平板状の隔壁基板と、隔壁基板の前方への移動を規制するとともに隔壁基板から先頭管に伝達される推進力を受けるストッパー兼推進力受け部とを備え、当該隔壁基板に連結支柱部40を介して回転掘削体46を固定して、かつ、当該隔壁基板の外周面に当該外周面を取り囲む筒状止水部材あるいは環状止水部材等の止水部材を固定した構成とすればよい。この場合、隔壁基板の揺動時に隔壁基板の上下の止水部材が先頭管6の上内面6a及び下内面6bに押し付けられて止水部が構成されるとともに、隔壁基板の左右の止水部材と先頭管6の左内面6c及び右内面6dとの面接触により止水部が構成される。
この場合でも、一対の湾曲凹面111;111が先頭管6の上内面6a及び下内面6bに滑らかに連続しているために、隔壁基板の湾曲凸面の曲率半径を大きくできることから、小さな力で隔壁基板の湾曲凸面を湾曲凹面111;111に沿って前後方向に揺動させることができて、小さな力で回転掘削体46を上下方向に揺動させることができる。
Embodiment 8
A pair of curved concave surfaces 111; 111 and curved convex surfaces 121; 121 guided by the curved concave surfaces 111; 111 may be provided, and the support rotation support portion 124; 124 may not be provided. Even in this case, since the pair of curved concave surfaces 111; 111 are smoothly continuous with the upper inner surface 6a and the lower inner surface 6b of the leading tube 6, the curvature radius of the curved convex surfaces 121; 121 of the support 120 can be increased. The upper and lower ends of the support 120 can be swung back and forth along the curved concave surface 111; 111 with a small force, and the rotary excavator 46 is connected to the other pair of inner surfaces of the top pipe 6 facing each other in parallel. The left inner surface 6c and the right inner surface 6d can be swung vertically.
Furthermore, even in the case of a configuration that does not include a mechanism for swinging the rotary excavator 46 to the left and right, for example, a rectangular flat plate-shaped partition board as a support having an outer peripheral surface corresponding to the inner peripheral surface of the leading pipe 6 and And a stopper / propulsion receiving portion for restricting the forward movement of the bulkhead substrate and receiving a propulsive force transmitted from the bulkhead substrate to the leading pipe. The rotary excavator 46 is connected to the bulkhead substrate via the connecting strut portion 40. And a water stop member such as a cylindrical water stop member or an annular water stop member surrounding the outer peripheral surface may be fixed to the outer peripheral surface of the partition wall substrate. In this case, when the partition wall substrate swings, the upper and lower water stop members of the partition wall substrate are pressed against the upper inner surface 6a and the lower inner surface 6b of the top tube 6 to form a water stop portion, and the left and right water stop members of the partition wall substrate A water stop portion is configured by surface contact between the left inner surface 6c and the right inner surface 6d of the leading pipe 6.
Even in this case, since the pair of curved concave surfaces 111; 111 are smoothly continuous with the upper inner surface 6a and the lower inner surface 6b of the leading pipe 6, the radius of curvature of the curved convex surface of the partition substrate can be increased. The curved convex surface of the substrate can be swung in the front-rear direction along the curved concave surface 111; 111, and the rotary excavator 46 can be swung in the vertical direction with a small force.

実施形態9
筒状支持体31の左内面31c及び右内面31dが筒状支持体31の筒の中心線に沿って湾曲する湾曲凹面に形成されて、かつ、当該湾曲凹面に対応するように支持基板30の平板の左右の外面30a;30bが湾曲凸面に形成される場合、当該湾曲凹面の曲率半径と湾曲凸面の曲率半径の曲率半径とを同じにして、当該湾曲凹面と湾曲凸面との間の空間を環状止水部材によって水密状態に維持するようにしてもよい。即ち、当該環状止水部材を蛇腹筒状止水部材161の代わりに設けた構成としてもよい。
また、当該環状止水部材と蛇腹筒状止水部材161との二重の止水部材を備えた構成としてもよい。この場合、二重の止水部材によって水密性能の信頼性を向上できる。
また、蛇腹筒状止水部材161の代わりに、伸縮した場合の形状保持性能に優れた筒状止水部材を用いてもい。
尚、実施形態1では、筒状止水部材としての蛇腹筒状止水部材161の筒の一端開口縁162側が筒状支持体31の前側開口縁163に固定され、蛇腹筒状止水部材161の筒の他端開口縁164側が支持基板30の前面30fの外周縁165側に固定された例を示したが、筒状止水部材の筒の他端開口縁側を支持基板30の前面30fの中央側に固定してもよい。即ち、水供給管保持貫通孔15を介して支持基板30の前面30f側に水を供給できてかつ当該前面30f側に取り込まれた掘削ズリを排泥管保持貫通孔14を介して排泥できるとともに、支持基板30の前面30f側に取り込まれた掘削ズリに含まれる泥水が支持基板30の外周面と筒状支持体31の内周面との間を経由して支持基板30後方に移動することを防止できれば、筒状止水部材の筒の他端開口縁側は支持基板30の前面30fのどこに固定されていても構わない。
Embodiment 9
The left inner surface 31c and the right inner surface 31d of the cylindrical support 31 are formed in a curved concave surface that is curved along the center line of the cylinder of the cylindrical support 31, and the support substrate 30 is formed so as to correspond to the curved concave surface. When the left and right outer surfaces 30a; 30b of the flat plate are formed as curved convex surfaces, the curvature radius of the curved concave surface and the curvature radius of the curved convex surface are the same, and a space between the curved concave surface and the curved convex surface is formed. You may make it maintain a watertight state by an annular water stop member. In other words, the annular water stop member may be provided in place of the bellows tubular water stop member 161.
Moreover, it is good also as a structure provided with the double water stop member of the said annular water stop member and the bellows cylindrical water stop member 161. FIG. In this case, the reliability of watertight performance can be improved by the double water blocking member.
Further, instead of the bellows tubular water blocking member 161, a cylindrical water blocking member having excellent shape retention performance when stretched may be used.
In the first embodiment, one end opening edge 162 side of the bellows tubular water blocking member 161 as the tubular water stopping member 161 is fixed to the front opening edge 163 of the cylindrical support 31, and the bellows cylindrical water stopping member 161. Although the example in which the other end opening edge 164 side of the cylinder is fixed to the outer peripheral edge 165 side of the front surface 30f of the support substrate 30 is shown, the other end opening edge side of the cylinder of the cylindrical water blocking member is connected to the front surface 30f of the support substrate 30. You may fix to the center side. That is, water can be supplied to the front surface 30 f side of the support substrate 30 through the water supply pipe holding through hole 15, and excavation sludge taken into the front surface 30 f side can be discharged through the mud pipe holding through hole 14. At the same time, the muddy water contained in the excavation slip taken into the front surface 30f side of the support substrate 30 moves to the rear of the support substrate 30 via the space between the outer peripheral surface of the support substrate 30 and the inner peripheral surface of the cylindrical support 31. If this can be prevented, the other end opening edge side of the cylindrical water-stopping member may be fixed anywhere on the front surface 30f of the support substrate 30.

尚、回転掘削体46を1つ又は3つ以上備えた掘削機械26を用いてもよい。   In addition, you may use the excavation machine 26 provided with the rotary excavation body 46 or 3 or more.

また、管2は、断面形状が四角形状のものであればよい。尚、本発明でいう断面形状が四角形状とは、断面長方形、断面正方形、断面台形などの四角形状を指し、四角の角部が面取りされた形状のものも含む。
尚、断面台形の管2を用いる場合、一対の湾曲凹面は、管の中心線と直交するとともに管の内面と平行でかつ管の一方の一対の面に跨って管の上下方向に延長する中心線、又は、管の中心線と直交するとともに管の内面と平行でかつ管の他方の一対の面に跨って管の左右方向に延長する中心線を持つ仮想の円柱又は楕円柱における中心線回りの所定角度範囲の外周面を形成する部材により形成すればよい。
Moreover, the pipe | tube 2 should just be a thing with a square cross-sectional shape. In addition, the cross-sectional shape referred to in the present invention is a quadrangular shape such as a cross-sectional rectangle, a cross-sectional square, and a cross-sectional trapezoid, and includes a shape in which square corners are chamfered.
When the trapezoidal tube 2 is used, the pair of curved concave surfaces are perpendicular to the center line of the tube and are parallel to the inner surface of the tube and extend in the vertical direction of the tube across one pair of surfaces of the tube. Around the center line of a virtual cylinder or elliptical cylinder that has a center line that is perpendicular to the line or the center line of the tube and is parallel to the inner surface of the tube and extends in the left-right direction of the tube across the other pair of surfaces of the tube What is necessary is just to form with the member which forms the outer peripheral surface of the predetermined angle range.

また、先に地中に入れる管の後端に後続管を連結しないようにし、発進基地100から先に地中10に入れる管のみを地中10に設置して当該先に地中10に入れる管のみ(即ち、1本の管)による支保工等を形成するようにしてもよい。   In addition, the subsequent pipe is not connected to the rear end of the pipe that is first inserted into the ground, and only the pipe that is first inserted into the underground 10 from the starting base 100 is installed in the underground 10 and is then inserted into the underground 10. You may make it form the support work etc. by only a pipe | tube (namely, one pipe | tube).

1 管設置装置、2 管、6 先頭管(管)、6t 一端開口、10 地中、
30 支持基板、31 筒状支持体、46 回転掘削体、
161 蛇腹筒状止水部材(筒状止水部材)。
1 pipe installation device, 2 pipes, 6 top pipe (pipe), 6t one end opening, 10 underground,
30 support substrate, 31 cylindrical support, 46 rotary excavation body,
161 A bellows tubular water stop member (tubular water stop member).

Claims (3)

断面四角形の管と、管の一端開口よりも前側に位置されて管の推進方向と交差する回転中心線を回転中心として回転する回転掘削体と、回転掘削体を管に支持させる支持装置と、駆動手段とを備え、回転掘削体を回転させて地山を掘削させながら回転掘削体と管とに推進力を付与することによって、管を推進させて地中に設置する管設置装置において、
支持装置は、回転掘削体を回転可能に支持する支持体と、伸縮可能な筒状止水部材とを備え、
支持体は、筒の中心線が管の中心線に沿って延長する状態となるよう管内の前側に設置された筒状支持体と、回転掘削体を支持するとともに筒状支持体の内側に揺動可能に支持された平板状の支持基板とを備え、
回転掘削体は、支持基板の前面より前方に突出するように設けられた支柱を介して支持基板に連結されており、
支持基板は、管の他方の一対の内面と向かい合う一対の外面が筒状支持体の前後方向に揺動可能なように筒状支持体に取付けられて、回転掘削体が管の互いに平行に向かい合う他方の一対の内面と直交する方向に揺動可能なように構成され、
筒状止水部材は、筒の一端開口縁が筒状支持体の一端開口縁に固定されるとともに、筒の他端開口縁が支持基板の前面に固定されたことで、当該筒状止水部材が、筒状支持体の内面と支持基板の外面との間を介した筒状支持体の後方への水の移動を阻止するように構成されたことを特徴とする管設置装置。
A tube having a rectangular cross section, a rotating excavator that rotates about a rotation center line that is positioned in front of one end opening of the tube and intersects the propulsion direction of the tube, and a support device that supports the rotating excavator on the tube; In a pipe installation device for propelling a pipe and installing it in the ground by applying a driving force to the rotary excavation body and the pipe while rotating the rotary excavation body and excavating a natural mountain by rotating the rotary excavation body,
The support device includes a support body that rotatably supports the rotary excavation body, and a tubular water stop member that can be expanded and contracted,
The support body supports the rotary excavator and the cylindrical support body installed on the front side in the pipe so that the center line of the cylinder extends along the center line of the pipe, and swings inside the cylindrical support body. A plate-like support substrate supported movably,
The rotary excavation body is connected to the support substrate via a support column provided so as to protrude forward from the front surface of the support substrate.
The support substrate is attached to the cylindrical support so that the pair of outer surfaces facing the other pair of inner surfaces of the pipe can swing in the front-rear direction of the cylindrical support, and the rotary excavator faces the pipes parallel to each other. It is configured to be swingable in a direction perpendicular to the other pair of inner surfaces,
The cylindrical water stop member has one end opening edge of the cylinder fixed to the one end opening edge of the cylindrical support body, and the other end opening edge of the cylinder is fixed to the front surface of the support substrate. A tube installation device characterized in that the member is configured to prevent water from moving to the rear of the cylindrical support member between the inner surface of the cylindrical support member and the outer surface of the support substrate.
筒状止水部材は、筒の一端開口縁が筒状支持体の一端開口縁に固定されるとともに、筒の他端開口縁が支持基板の前面の外周縁側に固定されたことを特徴とする請求項1に記載の管設置装置。   The cylindrical water stop member is characterized in that one end opening edge of the cylinder is fixed to one end opening edge of the cylindrical support body, and the other end opening edge of the cylinder is fixed to the outer peripheral edge side of the front surface of the support substrate. The pipe installation device according to claim 1. 筒状止水部材は、蛇腹筒状止水部材であることを特徴とする請求項1又は請求項2に記載の管設置装置。   The tube installation device according to claim 1 or 2, wherein the tubular water stop member is a bellows tubular water stop member.
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US4332508A (en) * 1979-02-28 1982-06-01 Philipp Holzmann Aktiengesellschaft Shield for tunneling and mining
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JPH0453880U (en) * 1990-09-12 1992-05-08
JP2005030040A (en) * 2003-07-11 2005-02-03 Ohbayashi Corp Tunnel boring machine
JP2010121294A (en) * 2008-11-17 2010-06-03 Ohbayashi Corp Flexible joint structure
JP2012007460A (en) * 2010-05-27 2012-01-12 Taisei Corp Water-cutoff structure of entrance
JP2014025233A (en) * 2012-07-25 2014-02-06 Kumagai Gumi Co Ltd Pipe installation apparatus

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4332508A (en) * 1979-02-28 1982-06-01 Philipp Holzmann Aktiengesellschaft Shield for tunneling and mining
JPS60173289A (en) * 1984-02-09 1985-09-06 日本電信電話株式会社 Drilling apparatus in pipe embedding construction method
JPH0453880U (en) * 1990-09-12 1992-05-08
JP2005030040A (en) * 2003-07-11 2005-02-03 Ohbayashi Corp Tunnel boring machine
JP2010121294A (en) * 2008-11-17 2010-06-03 Ohbayashi Corp Flexible joint structure
JP2012007460A (en) * 2010-05-27 2012-01-12 Taisei Corp Water-cutoff structure of entrance
JP2014025233A (en) * 2012-07-25 2014-02-06 Kumagai Gumi Co Ltd Pipe installation apparatus

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